Johannesburg Roads Agency SOC Limited (JRA) · undertaken on behalf of the Johannesburg Roads...

ROADS & STORMWATER MANUAL

VOLUME 2 STANDARD DESIGN DETAILS FOR

ROADS & STORMWATER

PART 1 – ROADS JUNE 2015

Johannesburg Roads Agency SOC Limited (JRA)

CONTENTS 1.1 INTRODUCTION

1.2 ROADS: GENERAL DETAILS See index in section. 1.3 ROADS: DESIGN See index in section. 1.4 COMPLETE STREETS: DESIGN (including BRT and NMT) See index in section. 1.5 ROADS: BRT (BUS RAPID TRANSIT) See index in section.

PART 1 – ROADS JUNE 2015

DISCLAIMER The drawings in this document are intended as Standard Design Details. As such their principles should be adhered to.

However, designers are responsible for their own final designs undertaken on behalf of the Johannesburg Roads Agency SOC Limited, and as such they should amend or supplement the Standard Design Details according to specific design requirements

ACKNOWLEDGEMENTS City of Tshwane: Parts of drawings JRA-SD-RD-060 and JRA-SD-RD-140.

[PART 1: ROADS] June 30, 2015

Part 1 - page 1

1.1 INTRODUCTION

The Johannesburg Roads Agency’s “Roads & Stormwater Manual” comprises two volumes:

• Volume 1: Code of Procedure; • Volume 2: Standard Design Details for Roads & Stormwater:

Part 1: Roads; and Part 2: Stormwater.

In this part “Roadway Design” is divided into two sections, namely:

• Roads: General; and • Roads: Design.

The “Roads: General” section deals with overarching details such a road hierarchy matrix and various typical road cross sections which include cross-over references to the basic location of stormwater pipes within the different road cross sections and which is not repeated in Part 2: Stormwater. The “Roads: Design” section deals individually with many of the elements which may comprise parts of the detailed design of a section of roadway.

• Disabled roadway users include those pedestrians with sight impairment and/or physical mobility limitations.

The Standard Design Details have been grouped into four sets, namely:

• Section 1.2: Roads – General covering:

Road Classification; Urban Access Management; Basic Road Reserve Services Cross Sections.

• Section 1.3: Roads – Design covering the following categories of details:

Kerb Types; Entrances; Public Transport Laybys; Guardrails; Enclosed Areas; Parking Details; Traffic calming.

• Section 1.4: Roads – Complete Streets covering RISFSA road classes developed to future

potential including provision for BRT and NMT:

Mobility & Access; RISFSA Classes 2 to 6; Pedestrian/Disabled Persons Crossings Details.

• Section 1.5: Roads – BRT incorporating existing BRT standard details prepared by Royal Haskoning DHV.

It is understood that the “Standard Design Details for Roads & Stormwater” will be used within JRA and will be made available to developers and their consultant designers for application within the Greater Johannesburg Metropolitan area. The numbering of drawings within sections has been carried out in open ended groups to permit additional drawings to be inserted in future in the most appropriate group. For example, in section 1.3 Roads: Design, if an additional parking detail is required it can be inserted as JRA-SD-RD-113. The index sheet for section 1.3 will be amended accordingly with the drawing issue. The section index may run to extra pages if required.

June 30, 2015 [PART 1: ROADS]

Part 1.- page 2

1.2

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1.2 - ROADS: GENERAL

DRAWING NUMBER DRAWING DESCRIPTION

REVISION NUMBER 0 1 2 3 4 5

REVISION DATE JRA-SD-RG-010 Road Hierarchy Matrix-Urban Functional Road Classification 300615 JRA-SD-RG-011 Road Hierarchy Matrix-Urban Access Management Requirements and Features 300615 JRA-SD-RG-020 Contractor’s Board 300615 JRA-SD-RG-030 Services Cross Sections 10,5 m 300615 JRA-SD-RG-031 Services Cross Sections 13 m 300615 JRA-SD-RG-032 Services Cross Sections 16 m 300615 JRA-SD-RG-033 Services Cross Sections 20 m or Greater 300615 JRA-SD-RG-034 Services Cross Sections 30 m or Greater 300615 JRA-SD-RG-050 Typical Cross Section – Lightly Surfaced 300615 JRA-SD-RG-051 Typical Cross Section – Dust Palliative Road 300615

1.2 - ROADS: GENERAL

JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG

Drawing Sub-setDRAWING NUMBER EXTN.

AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:

DRAWING APPROVED BY:

DESIGNED BY:

STRUCTURAL DESIGN BY:

CHECKED BY:

AMENDMENTSNo. DATE APPROVED DESCRIPTION

LEGEND

NOTES

JRA-SDRG-010

SCALE AS SHOWN: NTS

DATE: 11/11/2014

ROADS: GENERAL DETAILS

ROAD HEIRARCHY MATRIXURBAN FUNCTIONAL ROAD CLASSIFICATION

1. THIS TABLE IS A DIRECTREPRESENTATION OF TABLE C:URBAN FUNCTIONAL ROADCLASSIFICATION AS GIVEN IN THECOMMITTEE OF TRANSPORTOFFICIALS (COTO) "TRH 26-SOUTHAFRICAN ROAD CLASSIFICATIONAND ACCESS MANAGEMENTMANUAL" VERSION 1.0, AUGUST2012

2. SEE ALSO JRA-SD-RG-011 "URBANACCESS MANAGEMENTREQUIREMENTS AND FEATURES."

3. NOTE THE INCLUSION OF BRTTRUNK ROUTES IN THE TABLE"COMPLETE STREETS- MOBILITYAND ACCESS" UNDER CLASS 2 -DRAWING JRA-SD-RCS-010.



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRG-011

SCALE AS SHOWN: NTS

DATE: 11/11/2014


ROAD HEIRARCHY MATRIXURBAN ACCESS MANAGEMENT REQUIREMENTS AND FEATURES

1. THIS TABLE IS A SLIGHTLYMODIFIED VERSIONOF TABLE E:URBAN ACCESS MANAGEMENT ASGIVEN IN THE COMMITTEE OFTRANSPORT OFFICIALS (COTO)"TRH 26- SOUTH AFRICAN ROADCLASSIFICATION AND ACCESSMANAGEMENT MANUAL" VERSION1.0, AUGUST 2012.BOXES OUTLINED IN BLUE HAVEBEEN AMENDED TO JRAREQUIREMENTS.

2. SEE ALSO JRA-SD-RG-010 "URBANFUNCTIONAL ROADCLASSIFICATION".

3. NOTE THE INCLUSIONS OF BRTTRUNK ROUTES IN THE TABLE"COMPLETE STREETS- MOBILITYAND ACCESS" UNDER CLASS 2 -DRAWING JRA-SD-RCS-010.

1:5 MAX

1630

900MAX.

HOUSE CONNECTION SP 1500MIN. COVER BELOW TOP OFKERB

EXCAVATION INERF

NATURAL GROUND LEVEL

FLU

SH

MH

CO

VE

R

LOW-LYING GROUND LEVEL

HIGH-LYING GROUND LEVEL

1850

10 500

2700

ER

F B

OU

ND

AR

Y

1000 1000 300 300 2500

FH

1:5 1:50 3%

TELK

OM

1:2 MAX

1000 750

2000

1:5

ER

F B

OU

ND

AR

Y

SWSP

EC

550 550

1000 2000 1000

ELE

CTR

ICA

LO

VE

RH

EA

DC

ON

DU

CTO

R(O

PTI

ON

AL)



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRG-030

SCALE AS SHOWN: NTS

DATE: 18/11/2014

ROADS :GENERAL DETAILS

PLACING OF SERVICES WITHIN ROAD RESERVES(10.5m MINIMUM ROAD RESERVE)

1. ALL SLEEVES TO BE INSTALLED TO1000mm BACK OF KERBING.

2. TREES AND LAMP POLESALTERNATE AT 15m

3. REFER TO JRA-SD-SW-021 FOR PIPEDETAILS.

4. TREES AND LAMP POLES ON THESAME SIDE.

5. CONCRETE GUTTER SHOULD BEPLACED ON THE LOW SIDE OF THEROAD. REFER TO JRA-SD-RD-011FOR DETAILS.

6. WHERE A PAVED SIDEWALK IS REQUIRED, IT SHOULD BE PLACEDON THE SAME SIDE OF LAMP POLESAND THE UNDERLYING LAYERSHOULD BE STABILISED.

7. MOUNTABLE KERB FIGURE 8CREQUIRED.

8. ALL ROAD RESERVES TO BE 10.5mMINIMUM (SUBJECT TO JRAAPPROVAL).

9. WHEN PRACTICAL THESTORMWATER PIPE SHOULD NOTBE LOCATED UNDER THE ROAD.

EC - ELECTRICAL CABLESW - STORMWATERWP - WATER PIPEFH - FIRE HYDRANTSP - SEWER PIPEPT - TELKOM AND OTHER

COMMUNICATIONS SERVICES.

2000

550 550MAX1630

10001000 200060

0 M

IN

REFER TO JRA-SD-RG-011

MOUNTABLE KERB WITH GUTTER

N.G.L.


FILLING IN ERF

1:2 MAX

1:50

1000

MIN

TELK

OM

1:5

WP

7501000

2000

2%

FH

1000

ER

F B

OU

ND

AR

Y

FIGURE 8c

3500

20001000

13000

CARRIAGEWAY

ER

F B

OU

ND

AR

Y

N.G.L.

SP 1500 MIN. COVER BELOW TOP OF KERB

1:51:50

SP

SEWER

SW

900

EC

HOUSE CONNECTION

1000 MIN

FLU

SH

MH

CO

VE

R

SUBSTATIONELECTRICAL

EXCAVATION IN ERF


1:5 MAX

3500

2000

1200

ELE

CTR

ICA

LO

VE

RH

EA

DC

ON

DU

CTO

R(O

PTI

ON

AL)



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRG-031

SCALE AS SHOWN: NTS

DATE: 30/10/2014


PLACING OF SERVICES WITHIN ROAD RESERVES(13m ROAD RESERVE)


COMMUNICATIONS SERVICES

1. ALL SLEEVES TO BE INSTALLEDTO 1000mm BACK OF KERBING.

2. TREES AND LAMP POLESALTERNATE AT 15m.

3. REFER TO JRA-SD-SW-021 FORPIPE DETAILS.


5. CONCRETE GUTTER SHOULD BEPLACED ON THE LOW SIDE OFTHE ROAD, REFER TOJRA-SD-RD-011 FOR DETAILS.

6. WHERE A PAVED SIDEWALK ISREQUIRED,IT SHOULD BEPLACED ON SAME SIDE AS THELAMP POLES AND THEUNDER-LYING LAYER SHOULD BESTABILISED (SEE JRA-SD-RD-040.)

7. MOUNTABLE KERB FIGURE 8cREQUIRED (SUBJECT TO JRAPRIOR APPROVAL).

8. ALL ROAD RESERVES TO BE 13mMINIMUM.

9. WHEN PRACTICAL THESTORMWATER PIPE SHOULDNOT BE LOCATED UNDER THEROAD.

ELE

CTR

ICA

LO

VE

RH

EA

DC

ON

DU

CTO

R

FLU

SH

MH

CO

VE

R

ER

F B

OU

ND

AR

Y

FIGURE 8c

CABLE DUCT

CARRIAGEWAY

MOUNTABLE KERB WITH GUTTER

FILLING IN ERF


1200mm1000 750

NGL 2000

MAXSW

1960

TELK

OM

WA

TER

WP

FH

1:5

(1000)

MAX

1:2 MAX

1280

2%1:50

1000

MIN

.

1000

min

.

EXCAVATION IN ERF

SP 1500 MIN. COVER BELOW TOP OF KERB


1:5 MAX

10001000

2000

2000

SEWER

1:5 MAX

300

1:50

1000

MIN

.

HOUSE CONNECTION

16 000

REFER TO JRA-SD-RG-011

5 000

1000 3002000 NATURAL GROUND LEVEL

5 000

2000

SUBSTATION

ELECTRICAL

ER

F B

OU

ND

AR

Y

3 375

550 550

ERFEC

(OP

TIO

NA

L)



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRG-032

SCALE AS SHOWN: NTS

DATE: 11/11/2014


PLACING OF SERVICES WITHIN ROAD RESERVES(16m ROAD RESERVE)

1. ALL SLEEVES TO BE INSTALLEDTO 1000mm BACK OF KERBING.

2. TREES AND LAMP POLESALTERNATE AT 15m.

3. REFER TO JRA-SD-SW-021 FORPIPE DETAILS.


5. CONCRETE GUTTER SHOULD BEPLACED ON THE LOW SIDE OFTHE ROAD ,REFER TOJRA-SD-RD-011 FOR DETAILS.

6. WHERE A PAVED SIDEWALK ISREQUIRED,IT SHOULD BEPLACED ON SAME SIDE OF LAMPPOLES AND THE THEUNDER-LYING LAYER SHOULD BESTABILISED.

7. MOUNTABLE KERB FIGURE. 8cREQUIRED SUBJECT TO JRAPRIOR APPROVAL.

8. ALL ROAD RESERVES TO BE 16mMINIMUM.



2000CYCLE LANE

2000CYCLE LANE

EXCAVATIONIN ERF

HOUSE CONNECTIONSP 1500 MIN. COVERBELOW TOP OF KERB


ELECTRICALSUBSTATION

ELE

CTR

ICA

LO

VE

RH

EA

DC

ON

DU

CTO

R

FLU

SH

MH

CO

VE

R

1000

MIN

.

FILLING IN ERF

REFER TO JRA-SD-RG-011CARRIAGEWAY

300 1000

6 5002575

ER

F B

OU

ND

AR

Y10

00M

IN.

EC

SP

SE

WE

R

900 1000 2000 10001500

ER

F B

OU

ND

AR

Y 6 500

1500 300

20001000

FH TELK

OM

WA

TER

1:5

1:2 MAX

NGL

1000WP

750

2000


SW

1:50

2500

20 000

MAX 1500Ø

MOUNTABLE KERB WITH GUTTERFIGURE 8C

CABLE DUCT

60mm PAVING ON 20mmBEDDING SAND

1000

MIN

.

1:501:5 MAX

1:5 MAX

1000 1000

150mm SUB-BASE SIDEWALKSTABILISED TO C4 AT 93% MODAASHTO WITH 20mm SAND AND

60mm INTERLOCKING BLOCKSSURFACE



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRG-033

SCALE AS SHOWN: NTS

DATE: 18/11/2014


PLACING OF SERVICES WITHIN ROAD RESERVES (20m ANDGREATER ROAD RESERVE FOR SINGLE CARRIAGEWAY)

1. ALL CABLE DUCTS TO BE INSTALLEDTO 1000mm BACK OF KERBING.

2. TREES AND LAMP POLESALTERNATE AT 15m INTERVALS.

3. MINIATURE SUBSTATIONS AREPLACED IN SERVITUDE ADJACENTTO ROAD RESERVE UNLESSPROBLEM THEN ON SIDEWALK ONLYIF WIDER THAN 4.5m.



6. CONCRETE GUTTER ON THE LOWSIDE OF THE ROAD.

7. WHERE A PAVED SIDEWALK ISREQUIRED, IT SHOULD BE PLACEDON THE SAME SIDE OF LAMP POLESAND THE UNDERLYING LAYERSHOULD BE STABILISED.

8. SURFACING OF CYCLE LANESHOULD BE PREMIX ON 150mmSUBBASE(G7).

9. IF PAVED SIDEWALK IS SHARED ASA CYCLE LANE, SIDEWALK SHOULDBE HALF WIDTH PAVED WITHINTERLOCKING BLOCKS AND HALFWIDTH PREMIX.



30000

15000 15000

POSSIBLE 3 LANE CARRIAGEWAY2970 2300

CYCLE LANE(SEE NOTE 6)

300 REFER TO JRA-SD-RG-011 4860

ER

F B

OU

ND

AR

Y

1:4MAX

1:2MAX

1:5MAX.FH

TELK

OM

WA

TER

1:50MAX.

1000 1000 6352000

D\2

SW

1000

MIN

3%

100mm CABLEDUCT

MAX.1800

D\2

3304200

330

EC

100mm CABLE DUCT

FIG. 7 SEMIMOUNTABLE KERB

2970

ER

F B

OU

ND

AR

Y

MHCOVER

1:50MAX

1:5MAX

1:2MAX

1:5MAX

SPECIAL SERVICESEWER

NGL

HOUSE CONNECTION SP 1400MIN. COVER BELOW TOP OFKERB


1000 2300 1100 1100

2300CYCLE LANE(SEE NOTE 6)

3%

CL

ARMCOBARRIERSPLACE ATANGLE TO

TRAFFIC


SIDEWALK 60mmPAVING ON 20mmBEDDING SAND

SIDEWALK SUB-BASESTABILISED TO C4 AT93% MOD AASHTO

EC

1000 1000 1000



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRG-034

SCALE AS SHOWN: NTS

DATE: 17/11/2014


PLACING OF SERVICES WITHIN ROAD RESERVES (30m ANDGREATER ROAD RESERVE FOR DUAL CARRIAGEWAY)

1. ALL CABLE DUCTS TO BE INSTALLEDTO 1000mm BACK OF KERBING.

2. TREES AND LAMP POLESALTERNATE AT 15m INTERVALS.

3. MINIATURE SUBSTATIONS AREPLACED IN SERVITUDE ADJACENTTO ROAD RESERVE UNLESSPROBLEM THEN ON SIDEWALK ONLYIF WIDER THAN 4.5m


5. KERBS, FIG 3 BARRIER ANDCHANNEL.

6. SURFACING OF CYCLE LANESHOULD BE PREMIX ON 150mmSTABILISED SUBBASE TO G7 AT 93%MOD AASHTO.

7. WHERE A PAVED SIDEWALK ISREQUIRED THE UNDERLYING LAYERSHOULD BE STABILISED.

8. IF PAVED SIDEWALK IS SHARED ASA CYCLE LANE, SIDEWALK SHOULDBE HALF WIDTH PAVED WITHINTERLOCKING BLOCKS AND HALFWIDTH PREMIX.



SINGLE SEAL USING BITUMEN RUBBER ASBINDER (2.4 l/sq m) AND 13.2mm AGGREGATE.

150mm BASE LAYER OF AT LEAST G6 MATERIAL, STABILISEDWITH 2%-3% APPROPRIATE AGENT AND COMPACTED TO 95%MOD. AASHTO. PI AFTER STABILIZATION NOT TO EXCEED 6.

150mm ROADBED LAYER, RIPPED AND RECOMPACTEDTO 90% MOD. AASHTO (IF IN-SITU DCP CBR < 15%)

BO

UN

DA

RY

OF

RO

AD

RE

SE

RV

E

BO

UN

DA

RY

OF

RO

AD

RE

SE

RV

E


SIDEWALK FILL COMPACTED TO 90%MOD. AASHTO DENSITY

MAX 1:5

CUT3% CROSSFALL

2000

200

VARIES (4500m MIN.)

3% CROSSFALL 3% CROSSFALLMAX 1:5

2000FILL

PREMIXED ASPHALT HAUNCHING(200x200mm ON LOWER SIDE ONLY)



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRG-050

SCALE AS SHOWN: NTS

DATE: 17/11/2014


TYPICAL CROSS SECTION OF LIGHTLY SURFACED ROADFOR DUST PREVENTION

1. SIDEWALKS IN CUT AND FILL TOHAVE A MIN. OF 2m WIDTHSLOPING TOWARDS THE ROADSURFACE AT 2% GRADIENT.

2. ALL SIDE FILL TO BE COMPACTEDTO A MINIMUM OF 90% OF MOD.AASHTO DENSITY.

3. ALL MATERIALS & CONSTRUCTIONTO CONFORM TO THEREQUIREMENTS OF SANS 1200 DM.

4. SUB SOIL DRAINS MUST BE PLACEDWHERE NECESSARY TO CONTROLHIGH WATER TABLES.

BO

UN

DA

RY

OF

RO

AD

RE

SE

RV

E


150mm BASE LAYER OF AT LEAST G6 MATERIAL, STABILISED WITH 2%-3%APPROPRIATE AGENT AND COMPACTED TO 95% MOD. AASHTO. PIAFTER STABILIZATION NOT TO EXCEED 6.

MAX 1:5

CUT

CONCRETE SIDE DRAINS

150mm ROADBED LAYER, RIPPED AND RECOMPACTED TO 90% MOD.AASHTO (IF IN-SITU DCP CBR < 15%)

2% MIN CROSSFALL 2% CROSSFALLMAX 1:5

VARIES (4500m MIN.) 2000

200

2000

BO

UN

DA

RY

OF

RO

AD

RE

SE

RV

E

FILL



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRG-051

SCALE AS SHOWN: NTS

DATE: 07/06/2015


TYPICAL CROSS SECTION OF UNSURFACED ROAD

1. SIDEWALKS IN CUT AND FILL TOHAVE A MIN. OF 2m WIDTHSLOPING TOWARDS THE ROADSURFACE AT 2% GRADIENT.

2. ALL SIDE FILL TO BE COMPACTEDTO A MINIMUM OF 90% OF MOD.AASHTO DENSITY.

3. ALL MATERIALS & CONSTRUCTIONTO CONFORM TO THEREQUIREMENTS OF SANS 1200 DM.

4. CONCRETE DRAINS MUST BEPLACED WHERE SLOPES EXCEED2%.

5. GRADIENTS STEEPER THAN 5%REQUIRE SPECIAL DESIGN BYENGINEER TO PREVENT UNDUEEROSION.

1.3

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1.3 – ROADS: DESIGN



REVISION DATE JRA-SD-RD-010 Standard Type Kerbs - 1 300615 JRA-SD-RD-011 Standard Type Kerbs - 2 300615 JRA-SD-RD-020 Kerb Transitions 300615 JRA-SD-RD-030 Vehicle Entrance Slab 300615 JRA-SD-RD-031 Mid to High Order Priority Access 300615 JRA-SD-RD-040 Typical Minibus Taxi Layby 300615 JRA-SD-RD-041 Typical Bus Layby 300615 JRA-SD-RD-050 Guardrails - 1 300615 JRA-SD-RD-051 Guardrails - 2 300615 JRA-SD-RD-052 Guardrails - 3 300615 JRA-SD-RD-060 Handrails, Balustrades, Bollards 300615 JRA-SD-RD-070 Standard Splays 300615 JRA-SD-RD-071 Splays on Curves 300615 JRA-SD-RD-080 Standard Turning Circles 300615 JRA-SD-RD-081 Hammerhead Turning Circle 300615 JRA-SD-RD-090 Controlled Access for Security Purposes 300615 JRA-SD-RD-091 Enclosed Area: Type 1 Access Detail 300615 JRA-SD-RD-092 Enclosed Area: Type 2A Closure Detail 300615 JRA-SD-RD-093 Time Controlled Enclosed Area: Type 2B Closure Detail 300615 JRA-SD-RD-094 Enclosed Area: Type 3 Closure Detail 300615 JRA-SD-RD-110 Parking Details - Design Vehicle (Red Book) 300615 JRA-SD-RD-111 Parking Details – 90o Parking 300615 JRA-SD-RD-112 Parking Details – 60o & 40o Angle Parking with Interlocking 300615 JRA-SD-RD-120 Traffic Calming/Speed Hump Detail 300615 JRA-SD-RD-121 Typical Raised Pedestrian Crossing 300615 JRA-SD-RD-122 Raised pedestrian Crossings – Disabled Friendly 300615 JRA-SD-RD-123 Other Traffic Calming Options 300615 JRA-SD-RD-130 Typical Layout Mini Circle 300615 JRA-SD-RD-140 Walkways and Cycle Tracks 300615

1.3 - ROADS: DESIGN

180

300

150

125

BARRIER KERBSANS (FIG. 3)

CAN ALSO BE USED AS MOUNTABLEKERBS

180

280

140

75

200

25

100

300

SEMI-MOUNTABLE KERBSANS (FIG. 7)

FOR USE IN MEDIANS ONLY

MOUNTABLE KERBSANS (FIG. 8c)

FOR INDUSTRIAL USE

250

100

RECTANGULAR KERBSANS (FIG. 10)

FOR HIGH SIDE KERBING IN LOWCOST DEVELOPMENTS

150

75

RECTANGULAR KERBSANS (FIG. 12)

EDGE RESTRAINS FOR PAVINGBLOCKS

R=20R=20

R=20

R=20

R=20



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-010

SCALE AS SHOWN: NTS

DATE: 25/11/2014

ROADS: DESIGN

STANDARD TYPE KERBS - 1

1. MOUNTABLE KERBS TO BE FIG.8C UNLESS OTHERWISESPECIFIED.

2. ALL KER SHAPES AND STRENGTHTO COMPLY WITH SANS 927.

3. CONCRETE HAUNCHING TO BEPLACED AT BACK OF KERBS ATALL JOINTS ON STRAIGHTS.

4. EXCLUDING THE USE OFCAST-IN-SITU CONCRETEKERBING IN EXISTINGDEVELOPED SUBURBS ANDTOWNSHIPS,

180

300

150

125

R=20

55

BACKFILL TO BE STABILIZED ANDCOMPACTED IN 100mm LAYERS TO 93%MOD. AASHTO DENSITY

EDGE OF EXCAVATION

200x200 IN-SITU CONCRETE (CLASS15/19)HAUNCHING CONTINUOUS BEHINDKERBING ON CURVES AND ONLY ATJOINTS ON STRAIGHTS

SUBBASE

INSITU CONCRETE (CLASS 15/19)

300125

R=20

CARRIAGE WAY

25

DETAIL OF BARRIER KERB (FIG. 3)

180

280

140

75

R=20

R=20

25360

200

CARRIAGE WAY

60

2 % SIDEWALK

2 % SIDEWALK

SUBBASE

BACKFILL TO BE COMPACTED IN100mm LAYERS TO 90% MOD.AASHTO DENSITY

EDGE OFEXCAVATION

200x200 IN-SITUCONCRETE (CLASS15/19)HAUNCHINGCONTINUOUS BEHINDKERBING ON CURVESAND ONLY AT JOINTSON STRAIGHTS

PRECAST SEMI MOUNTABLE KERB(1,0m LENGTHS ON STRAIGHTS

AND 0,3m LENGTHS ON CURVES)

PRECAST SEMI MOUNTABLE KERB(1,0m LENGTHS ON STRAIGHTSAND 0,3m LENGTHS ON CURVES)

DETAIL OF BARRIER KERB (FIG. 7)

INSITU CONCRETE (CLASS 15/19)

CLASS 25/19 CAST IN-SITUCONCRETE GUTTER CAST ONTOSUB-BASE. THICKNESS VARIESACCORDING TO BASETHICKNESS (MINIMUMTHICKNESS = 125mm) EXPANSIONJOINTS EVERY 10m ANDCONSTRUCTION JOINTS EVERY2m.

200

25

300

R=20

75 M

IN

20

PRECAST MOUNTABLE KERB (FIG. 8B OR 8C)

200x200mm CLASS15/19CONCRETE CONTINUOUSHAUNCHING ON CURVESAND ONLY AT JOINTS ONSTRAIGHTS

PRECAST KERB TO SABS927 FIG. 8C

1:4:8 CONCRETE

SUBBASE



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-011

SCALE AS SHOWN: NTS

DATE: 25/11/2014

ROADS: DESIGN

STANDARD TYPE KERBS - 2

1. MINIMUM CONCRETE STRENGTHOF ALL CAST IN-SITU KERBS TOBE CLASS 25/19.

2. CONCRETE GUTTER TO HAVE ASTEEL TROWEL FINISH.

MOUNTABLE KERB AND GUTTER TOBARRIER KERBAND GUTTER

MOUNTABLE KERB TOBARRIER KERB

MOUNTABLE KERB TOSEMI-MOUNTABLE KERB

MOUNTABLE KERB TO KERB INLET SEMI-MOUNTABLE KERB TO KERB INLET

200x200 IN-SITU CONCRETEHAUNCHING BEHIND

PRECAST KERBS (SEEDWG. JRA-SD-R012)

125 450

100

200

150

300

2000 (NTS)

125 450

100

200

150

2000 (NTS)

20028

0

200 125 105 200

75 105 200

280

300

2000 (NTS)

300

2000 (NTS)

2000 (NTS)

300

12525

20030

0

12518

0

150 200

300



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-020

SCALE AS SHOWN: NTS

DATE: 27/11/2014

ROADS: DESIGN

TYPICAL KERB TRANSITIONS

1. MINIMUM CONCRETE STRENGTHOF ALL CAST IN-SITU KERBS TOBE CLASS 25/19.

2. CONCRETE GUTTER TO HAVE ASTEEL TROWEL FINISH.

3. TRANSITIONS NEED TO BE STEELTROWEL FINISHED.

INSITU CONCRETECLASS 25/19

EXISTING KERB

CLASS 25/19INSITU CONCRETE

EXISTING KERB

SIDE WALKBLOCKS

PLAN

LAY FLAT

ROAD

150mm ROAD KERB

EXISTING GUTTER

60

25

300

610

60

EXISTING ROAD

EXISTING GUTTER

VEHICLE ENTRANCE(KERB OPENING)

BLOCKS

MINE SAND

BACKFILL TO BE COMPACTEDIN 100mm LAYERS TO 93% MODAASHTO DENSITY

150mm ROAD KERBLAY FLAT

BEDDING, CONCRETECLASS 25/19



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-030

SCALE AS SHOWN: NTS

DATE: 23/01/2015

ROADS: DESIGN

TYPICAL VEHICLE ENTRANCE SLAB

D2 - DETERMINED BY STORAGE LENGTHREQUIRED TO PROPERTY ACCESS

CONTROL POINT

D4**

D1 - LENGTH GOVERNED BY TAPER RATEREFER TO TABLE 8.2 IN UTG 1

R1***

DETAIL OF MID TO HIGH ORDER PROPERTY ACCESS

R1***

* D3 - WIDTH OF ACCESS DECELERATION / STORAGE LANE. MINIMUM = 2.5m** D4 - WIDTH OF PROPERTY ACCESS DEPENDENDENT ON ACCEES CONTROL

FACILITY WIDTH*** R1 - MINIMUM OF 8.0m BUT SHALL BE ADJUSTED TO SUIT THE TURNING

CIRCLES OF THE REQUIRED DESIGN VEHICLE

D3*

MAX

5%

EXISTING TRAFFICLANE

VERGE ELEMENTSAS REQUIREDD3*

MAX 5%

EXISTING TRAFFICLANE

VERGE ELEMENTSAS REQUIRED

SECTION A-ACHANGE IN REVERSE CROSSFALL BETWEEN TRAVEL LANES

NTS

SECTION A-ACHANGE IN REGULAR CROSSFALL BETWEEN TRAVEL LANES

NTS

PROPERTY ACCESS DECELERATION LANE

GENERAL THROUGH TRAFFIC LANE

A

A

DESIGNX-FALL

EXISTINGX-FALL

DESIGNX-FALL

EXISTINGX-FALL

ASPHALTSURFACING (NOTE 3)

D3*



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-031

SCALE AS SHOWN: NTS

DATE: 07/01/2015

ROADS: DESIGN

MID TO HIGH ORDER PROPERTY ACCESS

1. MID TO HIGH ORDER PROPERTYACCESS FOR TYPICAL PROPERTYTYPES AS FOLLOWS (BUT NOTLIMITED TO):

1.1. RESIDENTIAL DEVELOPMENT1.2. SMALL SHOPPING CENTER1.3. TEACHING INSTITUTION1.4. INDUSTRIAL DEVELOPMENT

2. TURNING RADII ARE INDICATIVEONLY AND SHOULD SUIT THETURNING CIRCLE OF THEREQUIRED DESIGN VEHICLE.

3. THE PAVEMENT STRUCTURE ISTO SUIT ANTICIPATED TRAFFICLOADING.

4. ROAD MARKINGS TO SUITAPPLICATION ON SITE.

5. THE MINIMUM LONGITUDINALGRADE IN THE ACCESS LANE TOBE 0.5%.

12000 12000 8000

FOOTWAY

LAY-BY

EDGING KERB, SANS 927FIG. 12 OR 5 AS SPECIFIED

POSITION OF SHELTER OR ANY OTHER RELATEDSTRUCTURE

SABS 927, FIG. 3 KERB

R=15m R=6m

R=12m R=12m

2500

150

2000

7530

0TRAFFIC DIRECTIONEXISTING ROADLAY-BY

PASSENGER WAITINGAREA/FOOTWAY

EXISTING CHANNEL (OR IN THE CASE OFNEW CONSTRUCTION FIG. 3 KERB LAID FLAT)PLAN OF TYPICAL MINIBUS-TAXI LAY-BY

CAST IN-SITU EDGE BEAM ORCHANNEL OR FIG.3 KERB LAID FLAT

SABS 927 FIG.12 OR 5KERB AS SPECIFIED

SABS 927 FIG.3 KERB

150mm SUB-BASE (C4) STABILISEDAND COMPACTED TO 93% MOD

AASHTO DENSITY

60mm INTERLOCKING BLOCKS

20mm SAND

150mm ROADBED REWORKED ANDCOMPACTED TO 90 % MOD AASHTODENSITYTYPICAL CROSS SECTION

2,5 % CROSSFALL

150mm SUB-BASE (C4), STABILIZED ANDCOMPACTED TO 93% MOD AASHTO DENSITY

EXISTING ROAD


20mm SAND

2000

SANS 927FIG.3 KERB

2500



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-040

SCALE AS SHOWN: NTS

DATE: 27/11/2014

ROADS: DESIGN

TYPICAL MINIBUS-TAXI LAY-BY

1. SHOULD NO CHANNEL EXIST ASANS 927 FIGURE 3 KERB SHALLBE LAID ON IT'S BACK TO FORMTHE CHANNEL.

2. NO KERB INLET ALLOWED WITHINLAY-BY.

3. WHERE FIGURE 3 KERBING IS TOBE USED, 1m LENGTHS WILL BEREQUIRED ON STRAIGHTPORTIONS AND 0,3m LENGTHSON TRANSITIONAL CURVES WITHRADII < 15m.

4. SUBJECT TO FORMALISATION OFMINI-BUS ROUTES TACTILEPAVING, A SHELTER ANDMINI-BUS STOP SIGN R326 MAYBE PROVIDED IN THE MANNERSHOWN ON JRA-SD-RD-041.

60mm INTERLOCKINGBLOCK PAVING

PROPOSED KERB

EXISTING CHANNEL

18.0mMINIMUM 12.0m

15.0m 12.0m

GENERAL TRAFFIC LANE

GM1 LANELINE

RM7 EXCLUSIVEPARKING BAYMARKING

REAR KERB FOR THESIGHT IMPAIRED

CONCRETE OR INTERLOCKINGBLOCK PAVING

ADD 12.0m FOR EACH ADDITIONAL BUS STOP

±3.0

m±3

.0m

3.4m

TACTILE PAVING

DRAINAGE CHANNEL

REAR KERB FOR THESIGHT IMPAIRED

SHELTER

RM7.1

A

A

BUS

1

DRAINAGE CHANNEL

150mm SUBBASE (C4)STABILISED AND COMPACTED

TO 93% MOD AASHTO DENSITY


SUBBASE

CROSSFALL 1:40

EXISTING ROAD

JOINTED OR SEGMENTEDCONCRETE PAVEMENT

20mm SAND

±3m

FIG.3 BARRIER KERB

±3m150

SELECTED LAYERSUBGRADE

300

275 275

CROSS SECTION A-A THROUGH SIDEWALK AND LAYBY

RISFSAROADCLASS

TRADITIONALROADRESERVE WIDTH

TABLE RD-041-1RECOMMENDEDROADRESERVE WIDTH

345

302520

36-4036-4026-30

R3251



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-041

SCALE AS SHOWN: NTS

DATE:20/02/2015

ROADS: DESIGN

TYPICAL BUS LAYBY(RISFSA CLASS 3, 4 & 5 ROADS)

1. THIS BUS LAYBY DETAIL ISAPPROPRIATE FOR REA VAYAFEEDER SERVICES AND OTHERJOHANNESBURG BUS SERVICESOPERATING ON RISFSA CLASS 3,4 OR 5 CATEGORY ROADS.

2. IN THE CONTEXT OF NMTPROVISION, HOWEVER, THEINSTALLATION OF A BUSSHELTER SEVERELY RESTRICTSTHE SIDEWALK AVAILABLE TOPASSING PEDESTRIANS ANDCYCLISTS. IT IS THEREFORERECOMMENDED THAT IF A NEWRISFSA CLASS 3, 4 OR 5CATEGORY ROAD IS BEINGPLANNED FOR NMT AND PUBLICTRANSPORT THE ROAD RESERVEWIDTHS SHOULD BE INCREASED.SEE TABLE RD041-1.

3. IF A BUS LAYBY IS REQUIRED FORMULTIPLE STOPS THE LENGTHSHOULD BE INCREASED BY 15mPER STOP. BUS STOP SIGNS R325SHOULD SHOW THE SERVICEPROVIDER LOGO ON THE SIGNAND ROUTES ON ASUPPLEMENTARY PLATE.

4. FOR FURTHER DETAILS ON THEDESIGN AND CONSTRUCTION OFBUS BAYS IN URBAN AREAS WITHJOINTED/SEGMENTEDCONCRETE PAVEMENT REFERTO PCI ROAD NOTE 3.

WARRANTS FOR USE OF ROADSIDE BARRIERS

1000

Min

.

38003800

PORTION OF GUARDRAIL ANCHORED IN WALL OF EXCAVATION OR SIDE OF FILLING

450 x 1524mm CONCRETEANCHOR BLOCK

20

75

45

25

75x45mm REINFORCING PLATE

75 x 45mmREINFORCING PLATE

3mm THICK

25

25

326175-200

105

1000

Min

.

GU

AR

DR

AIL

OV

ER

LAP

75 x 45mmREINFORCING

PLATE

115 x 115 x 360SPACER BLOCK

NOTE: OVERLAPIN DIRECTION OFTRAFFIC

TRAFFIC

BOLT WITH OVALBEARER AND ACOUNTER SUNKNUT

M16 x 32mm SPLICEDBOLTS FOR JOINTING

OF RAILS AND ENDWINGS

FRONT ELEVATION OF OVERLAP

360

300

1595

-163

5

1000

Min

.

220-240

590

530

75 x 45mmREINFORCING PLATE

SPECIAL POSTBOLTWASHER

600 (MIN)(AS APPROVED BY

TRAFFIC ENGINEER)

ØM16 POST BOLTFOR ATTACHMENT

TO THE SUPPORTINGPOST

SIDE ELEVATION

PREMIX2%

1:1.5

BUFFER ZONEBEHIND GUARDRAIL2000 (SEE NOTE 5)

500 MIN.

URBAN DETAIL (SEE NOTE 5)

1:1.5

60mm INTERLOCKING BLOCKS20mm SAND

150mm STABILISED SUBBASECOMPACTED TO 93% MODAASHTO DENSITY

PEDESTRIANSECURITY FENCESUBJECT TO HEIGHTOF FILL

"RURAL" ORNON-NMT DETAIL(SEE NOTE 5)

DETAIL OF FIXING

360

300

25115 GUARDRAIL (SEEDETAIL ON DRGJRA-SD-RD-052

75x45mmREINFORCINGPLATE

SPECIAL POSTBOLTWASHER

M16~ POST BOLTFOR ATTACHMENT

TO THE SUPPORTINGPOST

175 TO Ø200mm TIMBERPOST (CREOSOTED

IMPREGNATED TIMBERPOST AS PER SANS

457-3-2000SPECIFICATIONS)

115x115x360mmCREOSOTED PINEOR EUCALYPTUSSPACER BLOCK

100

PLAN

326

OVERLAP INTRAFFIC DIRECTION

175 TO 200mm~ TIMBER POST1800mm LONG.(CREOSOTED TIMBERPOST AS PER SANS 457-3 2000)

115 x 115 x 360 CREOSOTED PINE OREUCALYPTUS SPACER BLOCK

GUARDRAIL AS PERSANS 1350-1982NOTE: POST TOP MAY BE EITHER

TAPERED 70 OR DOMED



AMENDMENT NUMBER:

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DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-050

SCALE AS SHOWN: NTS

DATE: 08/12/2014

ROADS: DESIGN

GUARDRAILS - 1

1. GUARDRAILS ARE REQUIRED INTHE FOLLOWING CASES:

1.1. WHERE WATER NEXT TO THE RDFORMATION IS DEEPER THAN1,5m.

1.2. AT ALL BRIDGES ON SIDE OFROAD.

1.3. ON THE OUTSIDE OF CURVESWITH RADII LESS THAN 300mWITHOUT RECOVERY AREAS.

1.4. WHERE OBSTRUCTIONS ARELESS THAN 1m FROM THESHOULDER BREAKPOINT.

1.5. WHERE AN OBSTRUCTIONAPPEARS TO BE MOREDANGEROUS THAN A GUARDRAILWOULD BE.

1.6. IN THE CASE OF EMBANKMENTS /FILLS, THE WARRANTS DIAGRAMWILL APPLY.

2. BEFORE GUARDRAILS AREERECTED APPROVAL MUST BEOBTAINED FROM THE EXECUTIVEDIRECTOR: ROADS ANDSTORMWATER.

3. SPECIFICATIONS:3.1. BOLT : HIGH TENSILE STEEL 16mm3.2. WASHER : STEEL SPRING 10mm

THICK.3.3. CREOSOTE SHALL COMPLY WITH

SANS 538 OR SANS 539.3.4. SPACERBLOCK : GUM OR PINE.

TREATED WITH CREOSOTEACCORDING TO ANY METHOD INSANS 1999.

3.5. POLE : 150mm TO 230mm GUM ORPINE TREATED WITH CREOSOTEACCORDING TO ANY METHOD INSANS 1999.

3.6. ALL GUARDRAILS SHALL BEGALVANIZED AS SPECIFIED (NOTPAINTED).

3.7. ALL STRUCTURAL STEEL,INCLUDING TUBES, SHALL BEGALVANIZED IN ACCORDANCEWITH THE REQUIREMENTS OFSANS 32/EN 10240 FOR TYPE A1OR B1 ARTICLES AS APPLICABLE(OR LATEST).

4. ALSO REFER TO SECTION 611 OFTHE STANDARD SPECIFICATIONFOR MUNICIPAL CIVILENGINEERING WORKS, 3rdEDITION, 2005.

5. NMT FACILITIES SHALL BEPROVIDED IN TERMS OF RISFSAROAD CLASSIFICATION (SEERCS-010 AND RCS-011). IF ACYCLIST FACILITY IS "OFF-ROAD"SURFACING SHALL BE ANAPPROPRIATE QUALITY PREMIXNOT INTERLOCKING BRICKS.

4000

X

Y

C=

1500

a/2 a/2 a/2

PARABOLIC TRANSITION L= 5a= 19050

a a

a/2 a/2 a/2 a a

C=

1000

C=

1500

C=

1500

PARABOLIC CURVE L = 11.7m VARIATION

70mm BETWEEN FRONTOF KERB AND GUARDRAIL

POSTS1905 c/c

CONCRETE GUTTER

TYPICAL GUARDRAIL AT NOSEWITH CRASH CUSHION

CURVAL END SECTION L=5a SPACINGOF POLES =1905mm

GUARDRAIL POLES AT STANDARDSPACING OF 3810mm

GUARDRAIL BROUGHTUP OVER 3 LENGTHS

PREFABRICATED END WING

FRONT ELEVATION

TAKE NOTE: a=3810mm

WIDENING OF FILL IF NECESSARY

INTERNAL (GUARDRAIL BROUGHT INOVER 5 LENGTHS)

SHOULDER BREAK POINT

DIRECTION OF TRAFFIC FLOW

CURVATURE y = C x 2

L2

LR - STRAIGHT GUARDRAILC - MAX OFFSET OF

PARABOLIC CURVEa - NORMAL SPACING OF

POLES = 3810mm

BALUSTRADELR = 5a MIN

BRIDGEIN CASES 3 AND 4 THE SPACINGOF POLES REMAINS a (CASE 4)

DIRECTION OFTRAFFIC FLOW

(CASE 3) DIRECTION OFTRAFFIC FLOW

BALUSTRADE

L = 5a

POSTS @ 950 C/C

LR = 10a (FIXED)6x a/2 7 x a

BALUSTRADE

L = 5a10 x a/2

SPACINGOF POLES

BRIDGEDIRECTION OFTRAFFIC FLOWDIRECTION OFTRAFFIC FLOW

(CASE 2)

(CASE 1)

BALUSTRADE

LR = 10a (MIN)6x a/2 7 x a

L = 5a10 x a/2 SPACING

OF POLES

LAYOUT PLANDETAIL OF MINIMUM GUARDRAIL LAYOUT

AT STRUCTURES

950

950

950

640

640

640

640

640

640

320

320

180

1801809090

SHOULDER LINE

DETAIL SHOWS A TYPICALSAND / DRUM TYPE CRASHCUSHION (SEE NOTE 5)

X

Y

C=

1500

a/2 a/2 a/2

PARABOLIC TRANSITION L= 5a= 19050

a a

a/2 a/2 a/2 a a

CURVAL END SECTION L=5a SPACINGOF POLES =1905mm

GUARDRAIL POLES AT STANDARDSPACING OF 3810mm

GUARDRAIL BROUGHTUP OVER 3 LENGTHS

PREFABRICATED END WING

FRONT ELEVATION

TAKE NOTE: a=3810mm

WIDENING OF FILL IF NECESSARY

INTERNAL (GUARDRAIL BROUGHT INOVER 5 LENGTHS)

SHOULDER BREAK POINT

DIRECTION OF TRAFFIC FLOW

CURVATURE y = C x 2

L2

ELEVATION

4000

530

NOSE

CONCRETEANCHOR BLOCK

GUARDRAIL

WOODENPOLES 1905 C/C DELINIATERS ATTACHED

AT EVERY 7.62m ( i.e.EVERY SECOND POST)



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


NOTES

JRA-SDRD-051

SCALE AS SHOWN: NTS

DATE: 06/01/2015

ROADS: DESIGN

GUARDRAILS - 2






1.5. WHERE AN OBSTRUCTIONAPPEARS TO BE MOREDANGEROUS THAN AGUARDRAIL WOULD BE.




THICK.3.3. SPACERBLOCK : GUM OR PINE.

TREATED WITH CREOSOTEACCORDING TO ANY METHOD INSANS 10005-1999.

3.4. POLE : 150mm TO 230mm GUM ORPINE TREATED WITH CREOSOTEACCORDING TO ANY METHOD INSANS 10005-1999.

3.5. CREOSOTE SHALL COMPLY WITHTHE PROVISIONS OF SANS 538OR SANS 539.


3.7. ALL STRUCTURAL STEEL,INCLUDING TUBES, SHALL BEGALVANIZED IN ACCORDANCEWITH THE REQUIREMENTS OFSANS 32 / EN 10240 FOR TYPE A1OR B1 ARTICLES AS APPLICABLE(OR LATEST).


5. THE USE OF A CRASH CUSHIONSHALL BE SUBJECT TOENGINEERING ASSESSMENT ANDDESIGN. SPECIFIC CUSHION TYPESHOULD BE BASED ON JRAREQUIREMENTS.

108 108163

25

65

SLOTTED HOLES30 ±2 x 22.5 ±0.5

POST BOLT HOLE26

44

84 ±

5

194

3

10°25°

35°±5

315 ±5

TRAFFIC FACE OFGUARDRAIL (SEE SECTION

AT POST BOLT HOLES)

NEUTRAL AXIS

SPLICE BOLT HOLES WITHCENTRES ON COMMONAXIS

(NOTE: THE PROFILE IS TO BE MAINTAINED IN THE SPLICE AREA)

2.6 NOM. MIN FOR STEEL

POST BOLT HOLE

R24

R24

CROSS-SECTION OF GUARDRAIL

1905

3810

4130 Min.

POST BOLT HOLE

SLOTTED HOLES 30±2 x 22.5 ±0.5

GUARDRAIL

500

± 5

45

± R=300

160 ± 5550 ± 10

BULLNOSE ENDWING - PLAN

2550

256

RIVET POSITION

FRONT ELEVATION

FRONT ELEVATION16

0

50

17SLOT

SECTIONAL PLANOF ASSEMBLY

BASEPLATE

50

145

33.5

16.5

17 SLOT

9

18

70

125

145

70° R18

GUARDRAIL DELINEATOR D1/TD1(SEE SADC-RTSM VOL. 4, CH12, PAGE 12.6.1)

95

20 20

157.

515

7.5

315

± 5

84 ±

5

45

318

140

160± 5 550 ± 10

230

± 20

SLOTTED HOLE 23mm x 29mm

USE M16Ø SPLICED BOLTS FORJOINING OF RAILS AND ENDWINGS

SLOTTED HOLE 19mm x 64mm

STANDARD TYPICAL FLARED ENDWING



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-052

SCALE AS SHOWN: NTS

DATE: 07/01/2015

ROADS: DESIGN

GUARDRAILS - 3






1.5. WHERE AN OBSTRUCTIONAPPEARS TO BE MOREDANGEROUS THAN A GUARDRAILWOULD BE.




THICK.3.3. SPACERBLOCK : GUM OR PINE.

TREATED WITH CREOSOTEACCORDING TO ANY METHOD INSANS 1999.

3.4. POLE : 150mm TO 230mm GUM ORPINE TREATED WITH CREOSOTEACCORDING TO ANY METHOD INSANS 1999.

3.5. CREOSOTE SHALL COMPLY WITHTHE PROVISIONS OF SANS 538OR SANS 539.


3.7. ALL STRUCTURAL STEEL,INCLUDING TUBES, SHALL BEGALVANIZED IN ACCORDANCEWITH THE REQUIREMENTS OFSANS 32/EN 10240 FOR TYPE A1OR B1 ARTICLES AS APPLICABLE(OR LATEST).


Max BETWEEN SUPPORTS1500 1500

90

1200

100

1100

40

1020

40

200 min>

NOTE:

ALL OPEN ENDS OF HOLLOW SECTIONS TOBE COVERED WITH A 5mm THICK COVERPLATE WELDED TO THE HOLLOW SECTION.

NOTE: NOTE:THE HANDRAIL SHALL NOTBE FIXED TO BRICK WORK

80x40x4 RHS

12 mm SQUARE BARSAT 112 CENTRES

ELEVATION ON HANDRAIL/BALUSTRADE

CONCRETE DECK ORPARAPET WALL.

140x180x12 MS BASEPLATE WITH 4/14 Dia

HOLES FOR M12BOLTS.

HANDRAIL SHALL BEGALVANIZED FINISHINGSEE NOTE 3.6

RECTANGULAR HOLLOWSECTIONS (RHS) TO BEWELDED TO BASE PLATEWITH 5 mm C.F.W.

NOTE:12 Dia MS ANCHOR BOLTS.(TWO/BASE PLATE)

130

90

140

180

12

140x180x12 MSBASE PLATE. 6m C.F.W

14 DIA HOLES FORM12 HD BOLTS

BASE PLATE DETAILFOR STEELHANDRAIL

HOLDING DOWN BOLTS.

1. THE FOLLOWING SHALL APPLY TO HOLDING DOWN BOLTS:(i) BOLT AND WASHER PLATE MATERIAL SHALL BE GRADE 43

UNLESSOTHERWISE SPECIFIED.

(ii) BOLTS SHALL BE KEPT IN POSITION WHILE CONCRETING BYMEANS OF A TEMPLATE.

(iii) ROUND WASHERS TO BE USED UNDER NUTS SHALL BE OFSUFFICIENT SIZE TO PROVIDE ADEQUATE BEARING ON

BASE PLATE.(iv) BOLT SHANKS SHALL BE DEGREASED BEFORE EMBEDDING

IN CONCRETE.(v) HOLDING DOWN BOLTS SHALL BE SUPPLIED COMPLETE

WITH NUTS AND WASHERS.

2. NOTE: IF HILTI, RAWLBOLTS OR A SIMILAR TYPE OF BOLT ISUSED, EACH BOLT MUST BE ABLE TO RESIST A FORCE INDIRECT TENSION OF NOT LESS THAN 10kN.

325

420

200

750

100260

400

345200

215

120617

265250

B B

AA

23°

215

200

23051

11° 173

45

4°

B

265250

200

518

45159

173

97

617120

3°

A

30mmØ MILD STEEL PIPECAST IN CONCRETE

LIGHT FIXTURE(90Ø)93Ø HOLLOWSTEEL PIPE

FRONT AND SIDE ELEVATION

SEE NOTE 4.5

250

1000 14

00

10

1030

10

R =250

150 325R10 LINKS,150 PITCH6 Y10 BARS1125mm LONG

A A

SECTION B-B250 CONCRETE BOLLARD(SMOOTH OR EXPOSED

AGGREGATE FINISH)

B B

CHAMFERDETAIL

SEE NOTE 4.5

SECTION A-A150 CONCRETE BOLLARD

(SMOOTH FINISH)

SECTION C-C

B B

R10 LINKS,150 PITCH6 Y10 BARS1125mm LONG

SEE NOTE 4.5

R10 LINKS,150 PITCH6 Y10 BARS1125mm LONG

3D VIEW CONCRETE BOLLARD( EXPOSED AGGREGATE

FINISH)

1200

800

75mm Ø TIMBERHANDRAILING

150mm ØTIMBER POST

300mm x 300mm x 500mm

EXCAVATION TO BE BACKFILLEDWITH 1:12 CEMENT : SOILMIXTURE MIXED AT OPTIMUMMOISTURE CONTENT ANDTHOROUGHLY RAMMED INLAYERS NOT EXCEEDING 100mmIN COMPACTED THICKNESS.

TYPICAL POST AND RAIL TIMBER BALUSTRADE

NOTE:TO BE USED ON ROADRESERVE 500mm FROM KERB.

ALL TIMBER TO BECREOSOTED / CCA TREATEDTO SANS 538 OR 539.

1400

GALVANISED ORPOWDER COATED, AS

SPECIFIED. 100mmØ STEEL POSTS2mm WALL THICKNESS

TOP SECTION LOCKEDTO BASE PLATE

DETAIL A

BASE PLATE

400mm x 400mmx 500mm CLASS15/19CONCRETEFOOTING

FIXED REMOVABLE

PAVING MATERIALTO BE REINSTATED

TYPICAL STEEL BOLLARD

12 x 12 BARRELBOLT COMPLETEWITH 30mm VIROLOCK OR SIMILARAPPROVED

'L' SHAPE LIPPED KEYLOCK 10mm THICK x80mm LONG

10mm THICK BASEPLATE14 x 14 HOLE FORBARREL BOLT

SLOT FOR 'L'SHAPED KEY LOCK

BASE PLATEDETAIL

20

80200

200

DETAILA



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-060

SCALE AS SHOWN: NTS

DATE: 21/01/2015

ROADS: DESIGN

HANDRAILS/BALUSTRADE AND BOLLARDS

1. GENERAL:1.1 ALL MATERIAL AND WORKMANSHIP

MUST COMPLY WITH THEREQUIREMENTS OF THE LATESTRELEVANT SANS REQUIREMENTS.

1.2 ALL DIMENSIONS ARE INMILLIMETERS. (UNLESSOTHERWISE SPECIFIED)

1.3 ALL DIMENSIONS MUST BECHECKED AND APPROVED ON SITE.

2. REINFORCED CONCRETE:2.1 REINFORCED CONCRETE WORK

SHALL BE IN STRICT ACCORDANCEWITH SECTIONS 702, 703 AND 704 OFTHE STANDARD SPECIFICATIONSFOR MUNICIPAL CIVIL ENGINEERINGWORKS, 3rd EDITION, 2005.

2.2 CONCRETE COVER SHALL BE ASINDICATED ON THE DRAWINGS ORSPECIFICATIONS.

3. STRUCTURAL STEELWORK:3.1 STRUCTURAL STEELWORK SHALL

BE IN STRICT ACCORDANCE WITHSECTION 809 OF THE STANDARDSPECIFICATIONS FOR MUNICIPALCIVIL ENGINEERING WORKS, 3rdEDITION, 2005.

3.2 STRUCTURAL STEEL SHALL BEGRADE 300W UNLESS OTHERWISEINDICATED OR SPECIFIED.

3.3 COLD FORMED SECTIONS SHALL BEMADE FROM COMMERCIAL QUALITYSTEEL UNLESS OTHERWISESPECIFIED.

3.4 HOLDING DOWN BOLTS SHALL BEOF THE GRADE SPECIFIED ON THEDRAWINGS.

3.5 PAINTING OF STRUCTURALSTEELWORK SHALL BE IN STRICTACCORDANCE WITH THEREQUIREMENTS OF SECTION 806OF THE STANDARD SPECIFICATIONSFOR MUNICIPAL CIVIL ENGINEERINGWORKS, 3rd EDITION, 2005.

3.6 ALL STRUCTURAL STEEL,INCLUDING TUBES, SHALL BEGALVANIZED IN ACCORDANCE WITHTHE REQUIREMENTS OF SANS121/ISO1461 AND SANS 32/EN10240FOR TYPE A1 OR B1 ARTICLES ASAPPLICABLE (OR LATEST).

4. CONCRETE BOLLARDS:4.1 CONCRETE TYPE CLASS 30/19.4.2. CONCRETE FINISH AS SPECIFIED

ON DRAWINGS.4.3. STEEL REINFORCEMENT TO BE

6Y10 BARS WITH R10 LINKS AT150mm PITCH.

4.4. 20mm CONCRETE COVER TOREINFORCEMENT.

4.5. UNLESS OTHERWISE SPECIFIED,REFLECTIVE TAPE MUST BE FIXED INTHE RECESS TO ENHANCEVISIBILITY.

4.6. EXPOSED CONCRETE BACKFILLAROUND BOLLARD SPACE TO BEDETERMINED BY PAVING PROFILE.

15

15

32m

40m

-

-

-

-

--

-

-

1515

5

20

5

20

15

5

5

20

15

20

20

20

15

20

15

15

RO

AD

B

ROAD A

25m

15

-

15

15

15

RO

AD

A 55

20m

25m

5

5

5

5

15

-

-

16m5 55

55 5

5

5

55

5

1515

5

5

15

55

10m

13m5

5

5

5

55

5

5

55

5

5

5

5

5

-55

b

13m

a

RESERVEWIDTH

10m 20m16m

ROAD B

a

b

55

2015

5

20

15

5

15

15

2015

-

-

-

-

-

-

--

40m32m

a

b



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-070

SCALE AS SHOWN: NTS

DATE: 27/11/2014

ROADS: DESIGN

STANDARD SPLAYS

"X" =

=MINIMUM B

(R-A) TAN - (R-B) - (R-A)

3.5 EXCEPT AT INTERSECTIONS

2°

BOUNDARY500 A=VERGE W

IDTH

EDGE ROADW

AY BGUARDRAILS

X

ANGLE = °DEFLECTION

200 4.5

300

5.0

4.5

5.0

3857 20

32

55

62

51

28

35

14

3351

49

62

2847

15

22

28

10

20

16

41

45

35

31

28

31

22

25

53

57

50

54

40

44

38

355.0

4.5

62

67

100

5.0

4.5

80

5.0

4.5

33

36

11

14 10

12

20

1230

35

21

25

20

26

20

19

16

15

27

10

22 18

7

9 7

39

14

32

10

16 13

26

12

30 4.0

5.0

4.5

9

46

18

50 4.0

5.0

204.5

21

8

10

12 9 7

39

16

18

1221

7

17 8

7

12

20

22

26

29

14

17 12

53

50 38

41

37

41

48

51

28

31

18

21

27

31

15

20

23

1317 10

7

2532

12 9

20 1015

1114 8

TABLE OF SPLAY DIMENSIONS "X"

B = 4

60

1113

80 70

164.020

90R A

°

12

90

79

3050 40 20 30

°B = 3.5

79

7080 60 4050 20

SIDEWALK



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-071

SCALE AS SHOWN: NTS

DATE: 27/11/2014

ROADS: DESIGN

SPLAY DIMENSIONS AT CURVES

1. WHEN CONSIDERING SPLAYREQUIREMENTS DESIGNERSSHOULD DETERMINE THEULTIMATE SPATIAL NEEDS FORTHE PROVISION OF EFFECTIVENMT FACILITIES.

2. REFER TO COMPLETE STREETSDETAILS IN THE CONTEXT OFRISFSA ROAD CLASSIFICATIONREQUIREMENTS.

SYMMETRICAL TURNING CIRCLE

SYMMETRICAL TURNING CIRCLE

20 20 14,5

7,5 15 7,5

7,5

107,

5

25 M

IN.

30

22

BOUNDARY

2 MIN.

R15

R15

8,5

238,

5

432

4

3,5

3,5

7,5

7,5

(8.0

)(8

.0)

R25

R16

R25

25m

MIN

.

2m MIN.

R15

R10,5

2m M

IN.

BOUNDARY

40m MIN. 27 13

7,5

239,

5

432

4

44

R25

R1625m

MA

X.

8-10

m

16,37

4

4

8-10

m

6m MIN

2.25m MIN

2.25m MIN

R10,5

6m MIN

2.25m MIN

2.25m MIN

45° max

OFFSET TURNING CIRCLERESIDENTIAL AREAS

DETAIL - 080 -1

OFFSET TURNING CIRCLECOMMERCIAL / INDUSTRIAL AREAS

DETAIL - 080 - 2

R25

R25



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-080

SCALE AS SHOWN: NTS

DATE: 27/11/2014

ROADS: DESIGN

STANDARD TURNING CIRCLES

RESIDENTIAL AREAS:

1. USE 25m RESERVES FOR SHORTCULS-DE-SAC.

2. "HAMMER HEAD" TURNING BAYS (T,Y OR L) ARE NOT FAVOURED ASTHE REVERSING MANOEUVRE ISHAZARDOUS FOR TRUCKS, BUTTHEIR USE IN CERTAINCIRCUMSTANCES MAY BEPERMITTED (SEE JRA-SD-RD-081).

3. NO PARKING PERMITTED WITHINTHE TURNING CIRCLE.

COMMERCIAL / INDUSTRIAL AREAS:

1. OFFSET TURNING CIRCLE ISNORMALLY PREFERABLE.

2. DESIRABLE MAX. CROSSFALL ONSURFACE OF 4%.

3. TURNING CIRCLE (BETWEENSTRAIGHTS) TO HAVE BARRIERKERBS WITH 0.2m WIDE GUTTER.

4. ALL ROAD WORKS TO COMPLYWITH SANS 1200 SERIES.

5. AN ISLAND MAY BE CONSTRUCTEDIN THE CIRCLE AND LANDSCAPEDIF DESIRED. REFER TOJRA-SD-RD-081.

18m MIN

6m MIN2.25m MIN

6m MIN

6m MIN

R6

R6

15.5 m

6m MIN2.25m MIN

R20

18m MIN2m MIN

2.25m MIN2.25m MIN(10.5m ROAD RESERVE)

DETAIL - 081 - 1

2.25m MIN

2m MIN

DETAIL - 081 - 2

2.25m MIN(10.5m ROAD RESERVE) (10.5m ROAD RESERVE)

DETAIL - 081 - 3

* *

* ** * *

MOUNTABLE KERB

AA

64.

5 M

IN.

4,5

MIN

.

16

25

R9

50

LANDSCAPED ISLAND MAYBE OMITTED

R 0,5m

R 15m MIN.

KERB

4.56.0

DETAIL - 081 - 4PRFERRED OFFSET TURNING CIRCLE CROSS SECTION A-A

THROUGH TURNING CIRCLE SHOWINGMAX. SLOPES WITH CROSSFALL

BARRIER KERB WITH 0.2mGUTTER ON LOW SIDE WITHCROSSFALL MAY BE REQUIRED

MAX. NATURAL SLOPE 10%

5.0

BO

UN

DA

RY

LIN

E

GL.

4.5

BO

UN

DA

RY

LIN

E

6% MAX.

4.55.06.0ISLAND

CARRIAGEWAY



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-081

SCALE AS SHOWN: NTS

DATE: 27/11/2014

ROADS: DESIGN

HAMMER HEAD TURNING CIRCLES

1. MINIMUM OF 2m SIDEWALK MUSTBE PROVIDED.

2. ALL ROAD WORKS TO COMPLY TOSANS 1200.

3. KERB TYPE 8C IS TO BE USEDTHROUGHOUT.

4. OFFSET TURNING IS PREFERABLE5. DESIRABLE MAX. CROSS-FALL ON

SURFACE 4%.6. DIMENSIONS VARY ACCORDING

TO RESERVE WIDTH.7. ALL ROAD DIMENSIONS ARE EDGE

OF "BLACK TOP".8. "HAMMER HEAD" TURNING BAYS (T,

Y or L) ARE NOT FAVOURED ASTHE REVERSING MANOEUVRE ISHARZARDOUS FOR TRUCKS, BUTTHEIR USE IN CERTAINCIRCUMSTANCES MAY BEPERMITTED.

*

NOTESA. GENERAL

1. Any application deviating from these standards will be subject to approval by theJohannesburg Roads Agency.

2. Professional Investigations required to accompany application for road closures for safetyand security purposes:

(i) Traffic Impact Study addressing the effect on all adjoining primary and secondaryroads.(ii) Drainage investigation required if any permanent structure affects the existingroadway width.(iii) Engineering design for road layout if roadway is restricted by centre island for gatesupport.

3. After approval for the road closures for safety and security purposes has beengranted,application must be made for a wayleave to be issued by the Johannesburg RoadsAgency, prior to proceeding with the installation of the various structures.

NO WORK SHALL BE UNDERTAKEN WITHOUT AN APPROVED WAYLEAVE(SEE VOLUME I CODE OF PROCEDURE).

B. STANDARD REQUIREMENTS CLOSURE TYPE 1: ACCESS CONTROL, ENTRY INTOSECURE AREA

1. All access gates shall be manned. No remote access control shall be erected.2. Gateway:

a. Distance from intersecting road. (i) Distance to be determined by Traffic Impact Study. (ii) Minimum 10m.

b. Width of throughway : (i) Roadway less than 7.4m (See Detail 1 - JRA-SD-RD-091).

(1) Minimum - width of roadway. (2) Permanent structure to be outside roadway behind the kerbline.

(ii) Roadway width greater than 7.4m (See Detail 2 - JRA-SD-RD-091). (1) Minimum road reserve10.5m

(2) Centre support for boom to be provided and subject to special application. Engineering design will be required(See 2(iii) above).

3. Barrier :The barrier shall be constructed of steel pallisade or other approved material to a maximum height of 2.4m. Barbed or razor wire shall not be used.

4. Pedestrian access:Applications must ensure that pedestrian, bicycle and wheelchair access is available at alltimes. The access configuration shall also be disabled user friendly, BUT shall requirecyclists to dismount through the access.

C. STANDARD REQUIREMENTS CLOSURE TYPE 2a, 2b AND 3: PERMANENTLY CLOSED GATE OR PERIOD CLOSURE

1. A gateway with closing leaves shall be provided in all cases. No permanent structureshall be erected within the roadway save the provisions of (4) below.

2. Locking may only be done by using a chain and padlock. The gates may be kept inposition by a solid bolt.

3. The gates are to open towards the inside of the closed area unless otherwise detailedon application.

4. Closure Type 1, gateway, barrier and pedestrian access requirements anddimensions shall apply.

D. ROAD SIGNS AND OTHER SIGNS

1. No advertising shall be allowed.2. All road signs shall be subject to the conditions of the SADC Road Traffic Signs

Manual.3. Description of Information Type Sign:

All materials to comply with SANS 1519 standards.

Border radius: 57mm

Border colour: Black semi-matt

Border width: 14mm

Panel background: Yellow class: Retroreflective - Class 1

Text Mod: Text-B Mod

Text height: 100mm

Text colour: Black semi-matt

Distance from left edge: 42mm min

Distance between text: 42mm

4. Mounting position and height of prohibition and warning signs:a. The distance from the ground level to the bottom of sign must be between

1.8m and 2.1m.b. The distance from the back of kerb must be between 0.3m and 0.5m.c. The applicant shall ensure that signs are located in positions according to the

recommended guidelines and are visible to the travelling public taking note of obstructions on the road edge.



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-090

SCALE AS SHOWN: NTS

DATE: 07/01/2015

ROADS: DESIGN

CONTROLLED ACCESS FOR SECURITY PURPOSES

.

X

MIN

. 10m

UN

LES

S D

ETE

RM

INE

DO

THE

RW

ISE

BY

TR

AFF

IC S

TUD

Y

3

SEE DETAIL 1 OR DETAIL 2

1

23

PEDESTRIAN V-GATE

43 4

3

3

7

2 43

6DETAIL 1

ELEVATIONFOR NOTES REFER TO DRAWING JRA-SD-RD-090

2.4 m HIGH MAX.PALLISADE FENCING

PEDESTRIANDISABLED FRIENDLYALWAYS OPEN GATE

ROAD RESERVE WIDTH

ROAD WIDTH

7

53

6 DETAIL 2ELEVATION

FOR NOTES REFER TO DRAWING JRA-SD-RD-090

2.4 m HIGH MAX.PALLISADE FENCING


ROAD RESERVE WIDTH

4

4.5m MIN ONE LANE 1.5m MIN 4.5m MIN ONE LANE

0.5m

BOOM SUPPORTS

0.5m

x2

21 3FR

OM

/DIS

TAN

CE

SIG

N D

ES

CR

IPTI

ON

WC TYPE (1400 x 1000)X/10m - 15m TO BE PLACED ON OUTSIDE OF PALLISADE FENCE

R1 (600) R3 (600)TO BE PLACED BEHIND R1

R103 (600) TO BE PLACEDEACH END OF ISLAND

4 5DETAIL 2

(900 AT ROAD JUNCTION)

TO BE PLACED ON BOTH SIDES OF BOOM SUPPORTW401 (600 x 150) W402 (600 x 150)

TO BE PLACED ON BOTH SIDES OF BOOM SUPPORT

FRO

M/D

ISTA

NC

E

76



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-091

SCALE AS SHOWN: NTS

DATE: 07/01/2015

ROADS: DESIGN

ENCLOSED AREA: TYPE 1 ACCESS DETAIL

1. ALL BOOMS TO BE WRAPPED INALTERNATING RED AND WHITECLASS 1 RETRO-REFLECTIVEMATERIAL.

2. ALL SIGNS AND BOOMS TO BEMAINTAINED IN EFFECTIVE VISIBLECONDITION FOR NIGHT-TIME USE.

X

SEE DETAIL 1

3 5 5

55

764

6 4

1

8

2

PEDESTRIAN V-GATE

RE

CO

MM

EN

DE

D P

OS

ITIO

N A

TE

ND

OF

SP

LAY

, MIN

. 10m

DETAIL OF PEDESTRIAN /WHEELCHAIR FRIENDLY CRITERIA

BA

CK

OF

KE

RB

PALLISADE FENCE

LOCKED GATE

PALLISADE FENCING

750-

950

750-

950

R750-R950

CURVED PALLISADE FENCEOR OTHER SUITABLE SECURITYFENCE

4

5

ROAD RESERVE WIDTH

ROAD WIDTH

PALLISADE FENCING2.4 m HIGH MAX.

RO

AD

NA

ME

ROAD NAME

73 6

5

DETAIL 1ELEVATION



5 6 7 8

SIG

N D

ES

CR

IPTI

ON

FRO

M/D

ISTA

NC

E

RO

AD

NA

ME

ROAD NAME

TO BE PLACED ON BOTH SIDES OF GATEW408 (1350 x 450)

X/120mR210 (600)

TO BE PLACED ON OUTSIDEOF PALLISADE FENCE

TO BE PLACED ON BOTH SIDESOF GATE - R3 (600)

31 4

FRO

M/D

ISTA

NC

ES

IGN

DE

SC

RIP

TIO

N 2

R209 (600)X/120m

IN4 (600 x 450) PLACE ATINTERSECTION BEFORE CLOSURE TO BE PLACED ON OUTSIDE OF PALLISADE FENCE

W407 (1350 x 450)TO BE PLACED ON BOTH SIDES OF GATE



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-092

SCALE AS SHOWN: NTS

DATE: 07/01/2015

ROADS: DESIGN

ENCLOSED AREA: TYPE 2A CLOSURE DETAIL

1. THE SALIENT CRITERIA FOR APEDESTRIAN/WHEELCHAIRFRIENDLY OPENING IN A PALISADEFENCE ARE ILLUSTRATEDOPPOSITE. SPECIFIC MATERIALSARE NOT GIVEN TO TO ALLOWSOME FREEDOM IN DESIGN ANDAESTHETICS.

2. APPLICANTS FOR AREA CLOSURESHOULD SUBMIT SPECIFICDETAILS WITH THEIRAPPLICATION.

X

SEE DETAIL 1

4 5 5

55

876

7 6

1

2

3

PEDESTRIAN V-GATE

RE

CO

MM

EN

DE

D P

OS

ITIO

N A

TE

ND

OF

SP

LAY

, MIN

. 10m

DETAIL OF PEDESTRIAN /WHEELCHAIR FRIENDLY CRITERIA

BA

CK

OF

KE

RB

PALLISADE FENCE

LOCKED GATE

PALLISADE FENCING

750-

950

750-

950

R750-R950

CURVED PALLISADE FENCEOR OTHER SUITABLE SECURITYFENCE

4

5

ROAD RESERVE WIDTH

ROAD WIDTH

PALLISADE FENCING2.4 m HIGH MAX.

RO

AD

NA

ME

ROAD NAME

73 6

5

DETAIL 1ELEVATION



9 7 8

SIG

N D

ES

CR

IPTI

ON

FRO

M/D

ISTA

NC

E

RO

AD

NA

ME

ROAD NAME


TO BE PLACED ON OUTSIDEOF PALLISADE FENCE


53

FRO

M/D

ISTA

NC

ES

IGN

DE

SC

RIP

TIO

N 21 4

IN5 (600 x 450)X/30m - 60m

IN6 (600 x 450)X/30m - 60m

IN4 (600 x 450)X/10m - 40m TO BE PLACED ON OUTSIDE OF PALLISADE FENCE

R3 (600) - TO BE PLACEDBOTH SIDES OF GATE



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-094

SCALE AS SHOWN: NTS

DATE: 07/01/2015

ROADS: DESIGN

ENCLOSED AREA: TYPE 3 CLOSURE DETAIL

1. THE SALIENT CRITERIA FOR APEDESTRIAN/WHEELCHAIRFRIENDLY OPENING IN A PALISADEFENCE ARE ILLUSTRATEDOPPOSITE. SPECIFIC MATERIALSARE NOT GIVEN TO TO ALLOWSOME FREEDOM IN DESIGN ANDAESTHETICS.

2. APPLICANTS FOR AREA CLOSURESHOULD SUBMIT SPECIFICDETAILS WITH THEIRAPPLICATION.

R1rR1R

r

PROPOSED SOUTH AFRICAN DESIGN VEHICLEFROM THE 'RED BOOK'

L

W

B

Of

Or

h

r

R

R1

**

14,0

15,0

15,0

16,0

17,0

17,5

18,0

4,2

4,4

5,0

2,5

2,5

2,6

2,5

2,4

45

60

90 *

1-WAY2-WAY

MODULE WIDTH MW (m)AISLE WIDTH AW (m)

OVERALL HEIGTH

REAR OVERHANG

FRONT OVERHANG

OVERALL WIDTH

WHEEL BASE

OVERALL LENGTH

VEHICLE DIMENSIONS

2,00m

1,20m

0,75m

4,80m

2,85m

1,80m

INSIDE REAR WHEEL

OUTSIDE POINT, FRONT BUMPER

OUTSIDE FRONT WHEEL

L

Or B Of

W

MINIMUM TURNING RADII**

DIMENSIONSYMBOL VALUE

3,10m

6,20m

5,85m

TURNING CIRCLE KERB-TO-KERB = 2 X R1TURNING CIRCLE WALL-TO-WALL = 2 X R

SUMMARY OF PROPOSED PARKING DIMENSIONSNO INTERLOCKING

* BASIC PROPOSED STANDARD

PARKINGANGLE Ø

BAY WIDTHBW (m)

BAY DEPTHBD (m)

SUMMARY OF PROPOSED PARKING DIMENSIONS

1-WAY2-WAY

5,0

5,0

5,3

4,9

8,0

7,5

7,0

5,4

5,2

17,0

17,5

18,08,0

7,5

7,0

ANGULAR PARKINGONE WAY

ANGULAR PARKINGTWO WAY

PERPENDICULAR PARKINGONE & TWO WAY

BD

AW

BD

MW

BW

BD

AW

BD

MW

BD

AW

BD

MW

Ø

Ø

Ø

BW

BW



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-110

SCALE AS SHOWN: NTS

DATE: 27/11/2014

ROADS: DESIGN

PARKING DETAILS (SHEET 1 OF 3)

13,3

14,5

14,3

15,5

4,2

4,4

2,5

2,5

45

60

1-WAY2-WAY

MODULE WIDTH MW1 *** (m)AISLE WIDTH AW (m)

SUMMARY OF PROPOSED PARKING DIMENSIONSINTERLOCKING

PARKINGANGLE

Ø

BAY WIDTHBW(m)

BAY DEPTHBDn *

(m)

SUMMARY OF PROPOSED PARKING DIMENSIONS

1-WAY2-WAY

5,3

4,9

5,4

5,2

BD

nA

WB

Di

MW

1

Ø

BAY DEPTHBDi **

(m)

4,8

4,2 12,6

14,0

13,6

15,0

MODULE WIDTH MW2 **** (m)

1-WAY2-WAY

ANGULAR PARKINGTWO WAY

BD

nA

WB

Di

MW

1

Ø

BD

iA

WB

Di

MW

22,

0

Oi

NOT INTERLOCKING

INTERLOCKING AT CENTER STRIP

INTERLOCKING AT EDGE

INTERLOCKOVERLAP

Oi (m)

0,5

0,7

ANGULAR PARKINGONE WAY

NOT INTERLOCKING


INTERLOCKING AT EDGE

BD

iB

Di

AW

MW

22,

0

Oi


INTERLOCKING PATTERNSINTERLOCKING AT CENTRE STRIP

INTERLOCKING NOSE TO NOSEPARKING BAYS

INTERLOCKING 45° DIAGONALPARKING BAYS

* BDn - BAY DEPTH FOR NON INTERLOCKING** BDi - BAY DEPTH FOR INTERLOCKING*** MW1 - MODULE WIDTH WITH BAYS ON ONE SIDE INTERLOCKING**** MW2 - MODULE WIDTH WITH BAYS ON TWO SIDES INTERLOCKING

BW BW



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-111

SCALE AS SHOWN: NTS

DATE: 27/11/2014

ROADS: DESIGN


PARALLEL PARKINGON STREET PARKING

2.5m

0.9m

100mm Ø DOT

6.5m

PARALLEL PARKINGPAIRED PARKING

2.2m

2.0m 5.0m

KERB PAVEMENT

KERB PAVEMENT

12.0m 2.0m5.0m

RM16 PARALLEL PARKING PARKING BAYFOR DISABLED PERSONS 7.0m (min)

2.2m

RAMP

6.5m

THIS TYPE OF PARKINGSHOULD PREFERABLY BE

LOCATED AT ONE ENDOF A BLOCK OF BAYS

100W

100Y

100W

RM17.3

= =0.75

1.0

0.6

R323-P *

KERBRAMPRAMP

5.3m

FO

R 6

0° P

AR

KIN

G /

4.9m

FO

R 4

5° P

AR

KIN

G2.15

m1.

0 1.2m

2.5m

2.5m

1.2m

2.90m1.39m

R323-P *+ IN11.5

R323-P *+ IN11.5

100Y

100Y

100W

RM17.3

RM17.3

ANGLED PARKINGPARKING BAYS FOR DISABLED PERSONS RM16

RAMP RAMPR323-P *+ IN11.5

R323-P *+ IN11.5

KERB

2.15

m1.

0 RM17.3 RM17.3

100Y

100Y

100W

5.0m

2.5m1.2mRM5 2.5m

1.2mRM5

PERPENDICULAR PARKINGPARKING BAYS FOR DISABLED PERSONS RM16

* = OPTIONAL SIGNS AND MARKING

100Y



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-112

SCALE AS SHOWN: NTS

DATE: 04/12/2014

ROADS: DESIGN


Y

X

Wh

0,2

0,4

9m RM1 150mm WIDE WHITE


0,2

0,2

30°

B

AA

2

SPEED HUMP LAYOUT

X1 X2 X3 X4 X5 X6

75m

m

R 2.0m R 1.5m R 1.0m

SPEED HUMP CURVE DIMENSIONS - R

X1 0

X2 400

X3 800

X4 1200

X5 1600

X6 2000

Y1 0

Y2 27

Y3 46

Y4 63

Y5 72

Y6 75

X1 0

X2 300

X3 600

X4 900

X5 1200

X6 1500

Y1 0

Y2 27

Y3 46

Y4 63

Y5 72

Y6 75

X1 0

X2 200

X3 400

X4 600

X5 800

X6 1000

Y1 0

Y2 27

Y3 46

Y4 63

Y5 72

Y6 75

CL

CL

VARIES300MIN200 300

MIN200

75

OPENING FORSTORMWATER


SECTION B-BDETAIL OF SPEEDHUMP

RO

AD

ED

GE

SPEED HUMP

RO

AD

ED

GE

SECTION A-A 1

SECTION A-A 2DAY2 CONSTRUCTION

DAY1 CONSTRUCTION

B

30°

CL

CL

Wh - 800

Wh

RSEE TABLE

R

CONTINUOUSLY GRADED COARSEASPHALT WITH 4,5 % BITUMEN

25mm CONTINUOUSLYGRADED MEDIUM ASPHALT

WITH 5,5 % BITUMEN

DAY 1CONSTRUCTION

400mm7550

W416

W417+

W416

W417+

KEY INPREMIX

DAY 1CONSTRUCTION

EXCAVATE SURFACE TOTIE ROUNDING INTO THEEXISTING ROAD LEVEL

+/- 30

EXISTINGROAD LEVEL

EXISTINGROAD LEVEL

Wh 4.0m Wh 3.0m Wh 2.0m

R

EDGE ALTERNATIVE 1KERB AND CHANNEL

WITH / WITHOUTPAVED SIDEWALK

EDGE ALTERNATIVE 2LANDSCAPED VERGE



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-120

SCALE AS SHOWN: NTS

DATE: 04/12/2014

ROADS: DESIGN

TRAFFIC CALMING / SPEED HUMP DETAIL

Y

X

Wh

0,2

0,4



0,2

0,2

30°

B

AA

2

SPEED HUMP LAYOUT

X1 X2 X3 X4 X5 X6

75m

m

R 2.0m

SPEED HUMP CURVE DIMENSIONS - R

X1 0

X2 400

X3 800

X4 1200

X5 1600

X6 2000

Y1 0

Y2 27

Y3 46

Y4 63

Y5 72

Y6 75

CL

CLVARIESMIN 1000

MIN200 MIN 1000

MIN200

75



SECTION B-BDETAIL OF SPEEDHUMP

RO

AD

ED

GE

SPEED HUMP

RO

AD

ED

GE

SECTION A-A 1 SECTION A-A 2DAY2 CONSTRUCTIONDAY1 CONSTRUCTION

B

CLCL

Wh - 800 Wh

RSEE TABLE

R

CONTINUOUSLY GRADED COARSEASPHALT WITH 4,5 % BITUMEN

25mm CONTINUOUSLYGRADED MEDIUM ASPHALT

WITH 5,5 % BITUMEN

DAY 1CONSTRUCTION

400mm7550

W416

W417+

W416

W417+

KEY INPREMIX

DAY 1CONSTRUCTION

EXCAVATE SURFACE TOTIE ROUNDING INTO THEEXISTING ROAD LEVEL

+/- 30

EXISTINGROAD LEVEL

EXISTINGROAD LEVEL

Wh VARIES

R

REFER TO DRAWINGJRA-SD-RD-122 FORSUGGESTED EDGE

TREATMENT / PEDESTRIANACCESS OPTIONS

MIN 2.4mR R

NO PROVISION OF DISABLED ACCESS

MIN 2400

30°



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-121

SCALE AS SHOWN: NTS

DATE: 04/12/2014

ROADS: DESIGN

RAISED PEDESTRIAN CROSSING (SHEET 1 OF 2)

A

CL

OPTION SECTION

1

DESCRIPTION

PEDESTRIANRAMPS

SUITABLE FORDISABLEDACCESS

2

RAISED PEDESTRIANCROSSING FROMTOP OF KERB TO

TOP OF KERB AT ACREST IN THE

ROADWAY

3

A

RAISED PEDESTRIAN CROSSING SUGGESTED EDGE TREATMENT / PEDESTRIAN ACCESS OPTIONSPLAN

RAISED PEDESTRIANCROSSING FROM TOPOF KERB TO TOP OF

KERB WITHPROVISION OF

STORMWATER INLETON UPSTREAM SIDEOF THE PEDESTRIAN

CROSSING. THIS WILLNEED TO TIE INTO AN

EXISTING PIPEDSTORMWATER

SYSTEM.

1:50(MIN)

KERB ANDCHANNEL

SIDEWALK(WIDTH VARIES)

SLOPES DOWN TOPEDESTRIAN CROSSING

RAMP(MAX 1:15)

TOP OFPEDESTRIANCROSSING

75

SIDEWALKLEVEL B

RAMP1:15 (MAX)

RAMP1:15 (MAX)

SIDEWALKLEVEL B

SECTION A-A

1:50(MIN)

PED CROSSINGLEVEL A

LEVEL A LEVEL B

C

CL

C

1:50(MIN)

KERB ANDCHANNEL

PEDESTRIANCROSSING

STORMWATER INLET ON UPSTREAMSIDE OF THE CROSSING. INLETDESIGN TO SUIT STORMWATER

REQUIREMENTS

GENERALGRADIENT OF

ROADWAY


TOP OF PEDESTRIANCROSSING

SECTION C-C

1:50(MIN)


TOP OF PEDESTRIANCROSSING

SECTION B-B

1:50(MIN)

B

CL

B

1:50(MIN)

KERB ANDCHANNEL

PEDESTRIANCROSSING

GENERALGRADIENT OF

ROADWAY

GENERALGRADIENT OF

ROADWAY

GENERALGRADIENT OF

ROADWAY

1:15(MAX)



AMENDMENT NUMBER:

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CHECKED BY:


LEGEND

NOTES

JRA-SDRD-122

SCALE AS SHOWN: NTS

DATE: 04/12/2014

ROADS: DESIGN

RAISED PEDESTRIAN CROSSING (SHEET 2 OF 2)

DETAIL 122-1 : RAISED TABLE INTERSECTION

GM5 BYCYCLEGUIDE LINES

TRAFFIC SIGNALSAND ROAD SIGNS

OMITTED FORCLARITY

RAISED TABLE

3

2

4 4

2

3

DETAIL 122-4. SPEED REDUCTION BY ROAD NARROWING

DETAIL 122-5. CHICANE

4 4

6

4

6

DETAIL 122-3 : BULBOUTS - RESIDENTIAL AREA

RETROSPECTIVE NMT& SPEED REDUCTION

OPTIONS

CYCLE LANE

5.5-

6m

5.5-6m

1

1

EXISTING PLANTING STRIP

EXISTING SIDEWALK

STORMWATERENTRY CURB CUT

SEDIMENT FOREBAYRIVER ROCKCHECKDAM TYP.

LATERALCURB CUT

STORMWATEREXIT CURB CUT

STORMWATERENTRY CURB CUT

STORMWATEREXIT CURB CUT

EXIST. STORM-WATER INLET

EXIST. STORM-WATER INLET

EXISTING PLANTING STRIP

EXISTING SIDEWALK

5m

DETAIL 122-2 : DECORATIVE WIDTH REDUCTION

R2.1

R325

R6

R304

2

1 & 3

4

5

6

R401/R402



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-123

SCALE AS SHOWN: NTS

DATE:18/02/2015

ROADS: DESIGN

TRAFFIC CALMING MEASURESVARIOUS TECHNIQUES

1. THE EXAMPLES SHOWN HAVE ONEREPRESENTATIVE. IN THE MAINTHEY ARE TECHNIQUES WHICHCAN BE USED AS PART OF ARETRO-FIT TRAFFICCALMING/COMPLETE STREETSPROGRAMME.

2. DETAIL 122-1 SHOWS TWO ONEWAY STREETS CONVERTED WITHA RAISED TABLE JUNCTION WITHRELATED NMT FACILITIES.

3. DETAIL 122-2INDICATES ADECORATIVE STREET WIDTHREDUCTION. DETAIL 122-5SHOWS A SIMILAR TECHNIQUEWHERE ALTERNATING ONE-WAYOPERATION & TRAFFIC CALMINGWITH CYCLE LANES HAS BEENINTRODUCED.

4. DETAIL 122.3 SHOWS BULB-OUTSTO REDUCE TRAFFIC SPEEDS.NMT FACILITIES UTILISE THESEBULB-OUTS FOR IMPROVEDSAFETY.

5. DETAIL 122-4 ILLUSTRATES HOW AWIDE STREET CAN BECONSTRAINED BY A MARKEDMEDIAN TO REDUCE SPEEDS.SUCH AN ARRANGEMENT MAYSUIT A LOCAL OR COLLECTORBUS ROUTE.

TYPICAL APPROACH ISLAND

AA

B

MIN

600

mm

5-10m

KEY IN PREMIX20mm

APPROX

WITH HAND HELD COMPACTORASPHALT PREMIX SHAPED

100-120mm

SECTION A-A

B

PREMIX ROAD SURFACE

SEMI MOUNTABLE KERBS TO BE USED

REFLECTIVE ROAD STUDS @ 600mmc/c (DOUBLE SIDED RED)

RESTRICT WIDTH TO SLOWAND DEFLECT TRAFFIC

REFLECTIVE ROAD STUDS @ 600 c/c(DOUBLE SIDED RED, ON ALLAPPROACHES)

R4

C

C

R2,2

ASPHALT MINI-CIRCLEPAINTED WHITE

W201

R4

4m

3.2-

3.5m

3m MIN.

RM15 TRAFFIC CIRCLEMANDATORY DIRECTIONARROWS (YELLOW) SEE VOL. 4Ch12 Pg12.3.5

R2,2

YIELD LINERTM2 (200mm)

YIELD CONTROLWM 5

W201 TRAFFIC CIRCLEWARNING SIGN

TYPICAL MINI TRAFFIC CIRCLE LAYOUT(ISLAND TO BE LOCATED AT CENTRE OF INTERSECTION)

TYPICAL ROAD STUD LAYOUT INALL APPROACHES

60-120m

W201 REFLECTIVE ROAD STUDS ON ALLAPPROACHES (DOUBLE SIDED RED)

R2,2 YIELD SIGN

100mm WHITE BARRIERLINE MIN. 15m

7,00m 5,00m 3.00m 2.5mapprox

2.5mapprox

ASPHALT APPROACH ISLANDPAINTED WHITE (TYPICALSETBACK 6.5m FROM CENTRE OFISLAND

ISLAND TO BE PAINTED ACCORDINGTO PATTERN ON DRG JRA-SD-R020

120

MA

X.

20

DIAMETER TO SUITINTERSECTION

SECTION C-C

ASPHALT PREMIX SHAPEDWITH HAND HELD

COMPACTOR KEY INPREMIX

ASPHALT PREMIX SHAPEDWITH HAND HELD

COMPACTOR

120

AP

PR

OX

. 20

KEY INPREMIX

SECTION B-B

MINI-CIRCLEROAD SIGNS



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-130

SCALE AS SHOWN: NTS

DATE: 05/12/2014

ROADS: DESIGN

TYPICAL LAYOUT OF MINI-CIRCLE

1. ALL ROAD SIGNS AND MARKINGSTO BE MANUFACTUREDACCORDING TO THESPECIFICATIONS OFSADC-RTSM, MAY 2012.

2. IT IS RECOMMENDED THAT THEMAXIMUM DIAMETER OF AMINI-CIRCLE, CONTROLLED BYSIGN R2.2 BE 6m.

3. IF A LARGER CIRCLE ISREQUIRED IT SHOULD BETREATED AS A TRAFFIC CIRCLEOR ROUNDABOUT. IN THIS CASECONTROL IS BY R2 YIELD SIGNAND THE ISLAND IS IDENTIFIEDBY R137 ROUNDABOUT SIGNS,ON THE CIRCLE, FACING ALLAPPROACHES.

4. TRAFFIC CIRCLE WARNING SIGNW201 MAY BE USED IN ADVANCEOF BOTH MINI-CIRCLES ANDROUNDABOUTS.

CENTRE LINE OF WALKWAY / CYCLE TRACKTO FOLLOW THE AVERAGE SLOPE OF THENATURAL GROUND. CHANGES OF GRADIENTOVER SHORT DISTANCES MUST BE AVOIDED.

NATURAL GROUND LINE

TRANSITION2000MIN.

VEHICLEENTRANCEVARIABLE

3000MIN

TRANSITION2000MIN.

150mm STABILISED BEDDINGMATERIAL COMPACTED TO 93%OF MOD. AASHTO DENSITY.

125 THICKAT VEHICLEENTRANCE

DESCRIPTIONTABLE B: GRADIENT REQUIREMENTS FOR SIDEWALKS

MAXIMUMGRADIENT OF SIDE WALK OR WALK WAY

ROAD GRADIENT LESS THAN 5%ROAD GRADIENT MORE THAN 5%

TRANSITION SECTIONS (e.g. KERB RAMPS)

MAXIMUM CROSS FALL IS 2% (1:50)

MAXIMUM 5%ROADGRADIENT

8,3% (1:12)

TYPICAL LONGITUDINAL SECTION OFWALKWAY / CYCLE TRACK

R110 R111 R112 R113 R114 R115

FIGURE 1(SEE NOTE 1.2) "W"

SEE TABLE A

150mm STABILISED CONSTRUCTIONBED TO BE COMPACTED TO 93% OF

MOD. AASHTO DENSITY.

125

SECTION B-B WALKWAY

100 100

20mm RIVERSAND

60mm SEGMENTAL PAVINGBLOCKS (SEE NOTE 3.7)

"W"SEE TABLE A

125

SECTION A-A CYCLE TRACK

100 100

CAST IN SITU CLASS 20/19CONCRETE (SEE NOTE 3.3)

25mm HOTMIX FINECONTINUOUSLY

GRADED ASPHALT

150mm STABILISED CONSTRUCTIONBED TO BE COMPACTED TO 93% OFMOD. AASHTO DENSITY.

xx

xx

xx

1000MIN.

"W"

1:50

ROAD RESERVE

"W"

(REFER TO TABLE A)SEE

TABLE A

ERF BOUNDARY

NATURAL GROUNDLEVEL

TRANSITIONTO N.G.L.

1000MIN.

SEE TABLE A

TRANSITIONTO N.G.L.

ERF BOUNDARY

TRAFFIC SIGNS FORPEDESTRIAN / CYCLISTS (REFERTO NOTE 1, 2 AND FIGURE 1)

NATURAL GROUND LEVEL1:50

TYPICAL CROSS-SECTION OF ROAD RESERVE WITH WALKWAY / CYCLE TRACK

PEDESTRIANCYCLIST

PEDESTRIANCYCLIST

BUFFER STRIP 600 MIN.(REFER TO TABLE A)

200-600

200-600

2000

B

BEDGE RESTRAINT(REFER TO NOTE 3)

HERRINGBONE PATTERN UNLESSOTHERWISE INDICATED ON THE DETAILDRAWINGS OR SPECIFIED BY THE ENGINEER.

"W"

SE

E T

AB

LE A

PLAN OF SEGMENTED PAVINGWALKWAY

2000

A

AEDGE RESTRAINT(REFER TO NOTE 4)

"W"

SE

E T

AB

LE A

PLAN OF PREMIX SURFACEDCYCLE TRACK

ELEMENTS OFCYCLE SPACEA ● LEFT SPACEB ● LANEC ● RIGHT SPACECYCLE LANES (VERTICAL CLEARANCE) 2.5m

1. KERB OR CHANNEL GULLY2. WALL, FENCE, BARRIER3. POLES OR BOLLARDS4. LANE- SINGLE FILE AND OVERTAKE5. LANE- 2ABREAST AND OVERTAKE6. OUTSIDE EDGE- 3m LANE - 30km/h7. OUTSIDE EDGE- 3m LANE - 60km/h8. OUTSIDE EDGE- BARRIER, RAISED KERB9. OUTSIDE EDGE- VEGETATIONCOMBINE RELEVANT ELEMENTS A+B+C

SIDEWALKS - NO BUFFER STRIPSSIDEWALKS - BUSINESS CENTRECYCLE TRACK - ONE WAYCYCLE TRACK - TWO WAYSHARED CYCLE TRACK/SIDEWALK(2 WAY PEDESTRIAN + 1 WAY CYCLE)

0.25m0.65m0.50m1.25m2.50m0.50m0.75m0.50m0.25m

2.5m MAX.

2.00m2.50m - 3.50m

1.80m1.80m3.20m

TABLE A: MINIMUM PEDESTRIAN ANDCYCLIST PROVISION

A

B

C



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRD-140

SCALE AS SHOWN: NTS

DATE: 19/01/2015

ROADS: DESIGN

WALKWAYS AND CYCLE TRACKS

1. GENERAL1.1 THE WIDTH OF ALL WALKWAYS

AND CYCLE TRACKSSHALL BE ACCORDING TO TABLE AUNLESS OTHERWISE INDICATEDON THE DETAIL DRAWINGS ORSPECIFIED BY THE ENGINEER.

1.2 IF REQUIRED REGULATORYTRAFFIC SIGNS R110 TO R115,APPROPRIATE TO THEAPPLICATION, SHALL BE ERECTEDAT POSITIONS INDICATED ON THEDETAIL DRAWINGS OR SPECIFIEDBY THE ENGINEER.

1.3 SIDEWALKS AND WALKWAYS SHALLBE DESIGNED FOR A MAXIMUMCROSS FALL OF 2% (1:50).

2. CAST IN-SITU CONCRETE2.1 CONCRETE TO BE CLASS 25/19.2.2 CONCRETE TO BE CURED FOR A

MINIMUM PERIOD OF 7 DAYS.2.3 UNFORMED CONCRETE

SURFACES SHALL BE FINISHED TOA CLASS U2 SURFACE FINISH.

2.4 ALSO REFER TO SECTIONS 610,702, 703 AND 704 THE STANDARDSPECIFICATIONS FOR MUNICIPALCIVIL ENGINEERING WORKS,3rd EDITION, 2005.

3. SEGMENT PAVING3.1 ALL PRECAST CONCRETE

SEGMENTAL BLOCKS SHALLCOMPLY WITH THE REQUIREMENTSOF SANS 1058, AND SHALL BESUPPLIED BY A MANUFACTURERAPPROVED BY THE ENGINEER.

3.2 THE BEDDING SAND AND SANDFOR JOINTING SHALL BEACCORDING TO SECTION 609 OFTHE STANDARD SPECIFICATIONFOR MUNICIPAL CIVIL ENGINEERINGWORKS, 3rd EDITION, 2005.

3.3 PRECAST EDGE RESTRAINTS AREPERMITTED IF INDICATED ON THE DETAIL DRAWINGS OR SPECIFIED BYTHE ENGINEER.

3.4 CONCRETE FOR CAST IN-SITUEDGE RESTRAINTS TO BE CLASS 20/19.

3.5 CONCRETE FOR CAST IN-SITUEDGE RESTRAINTS TO BE CUREDFOR A MINIMUM PERIOD OF 7 DAYS.

3.6 CAST IN-SITU EDGE RESTRAINTSSHALL BE CAST IN ALTERNATESECTIONS. THE EXPOSED ENDSURFACES OF THE FIRST CASTSHALL BE COATED WITHBITUMINIOUS EMULSION BEFORETHE INTERMEDIATE SECTION ISCAST. 6mm JOINTS SHALL BEPROVIDED WITH APPROVED JOINTFORMING MATERIAL AT 6mINTERVALS MAXIMUM.

3.7 THE COLOUR OF SEGMENTALPAVING BLOCKS SHALL BE ASFOLLOWS: WALKING AND CYCLINGAREAS: LIGHT GREY.FILL-IN AREAS: TERRA COTTA.

3.8 ALSO REFER TO SECTION 609 OFTHE STANDARD SPECIFICATIONS FOR MUNICIPAL CIVIL ENGINEERINGWORKS, 3rd EDITION, 2005.

1.4 – COMPLETE STREETS: DESIGN



REVISION DATE JRA-SD - RCS-010 Mobility & Access 300615 JRA-SD - RCS-011 Summary of Design Elements (CoJ – Complete Streets) 300615 JRA-SD - RCS-020 RISFSA Class 2: Arterial/Regional Distributor – Typical Details 300615 JRA-SD - RCS-021 RISFSA Class 2: Arterial/Regional Distributor – Typical Intersection with BRT Station 300615 JRA-SD - RCS-022 RISFSA Class 2: Arterial/Regional Distributor – Typical Station Details – Mid-Block 300615 JRA-SD - RCS-023 RISFSA Class 2: Arterial/Regional Distributor – 62 m Cross Section 300615 JRA-SD - RCS-024 RISFSA Class 2: Arterial/Regional Distributor – 62 m Cross Section – Additional Details 300615 JRA-SD - RCS-025 RISFSA Class 2: Arterial/Regional Distributor – Road Marking Details for BRT Lanes 300615 JRA-SD - RCS-030 RISFSA Class 3: District Distributor – Typical Details 300615 JRA-SD - RCS-031 RISFSA Class 3: District Distributor – Typical Details with BRT 300615 JRA-SD - RCS-040 RISFSA Class 4: CBD/Activity Street/Local Distributor/Boulevard – Typical Details 300615 JRA-SD - RCS-041 RISFSA Class 4: Industrial Road – Typical Details 300615 JRA-SD - RCS-050 RISFSA Class 5: Residential Collector – Typical Details 300615 JRA-SD - RCS-051 RISFSA Class 5: Residential Streets – Typical Details 300615 JRA-SD - RCS-060 RISFSA Class 6: NMT/Greenway/Multi-User Path – Typical Details 300615 JRA-SD – RCS-070 Basic Pedestrian/Disabled Persons Crossing Ramp Types 300615 JRA-SD – RCS-072 Typical Tactile Pedestrian Crossing – Signalised Intersection – Combination Ramping 300615 JRA-SD – RCS-073 Typical Tactile Pedestrian Crossing – Signalised Intersection – Parallel Ramping 300615 JRA-SD – RCS-074 Typical Tactile Pedestrian/Disabled Persons Ramp – Typical Section 300615

1.4 - COMPLETE STREETS: DESIGN

1.4

- C

OM

PL

ET

E S

TR

EE

TS

: DE

SIG

N

1. THE LEFT PORTION OF THIS TABLEIS A DIRECT REPRESENTATION OFTHE TABLE ON PAGES 10 AND 11OFTHE CITY OF JOHANNESBURG"COMPLETE STREETS" GUIDELINEWITH CYCLIST FACILITY CLASSESADDED - THIS INFO. ALSO FROM"COMPLETE STREETS" GUIDELINE.

2. THE RIGHT PORTION IS AROTATED VERSION OF THERISFSA MOBILITY AND ACCESSDIAGRAM.

3. REFER AS NECESSARY TODRAWING JRA-SD-RG-010 "URBANFUNCTIONAL ROADCLASSIFICATION" AND DRAWINGJRA-SD-RG-011 "URBAN ACCESSMANAGEMENT REQUIREMENTSAND FEATURES".



AMENDMENT NUMBER:

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DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-010

SCALE AS SHOWN: NTS

DATE: 14/11/2014

ROADS: COMPLETE STREETS

MOBILITY AND ACCESS

1. THIS TABLE IS A REARRANGEDVERSION TABLE 6.1 "SUMMARY OFDESIGN ELEMENTS" FROM CoJ"COMPLETE STREETS".

2. THE REARRANGEMENTS HAVEBEEN MADE TO CORRELATE WITHTHE RISFSA ROADCLASSIFICATION, AND INCLUDE:• ADDITION OF COLUMN 1- RISFSA

ROAD CLASS;• LOCATING "BRT TRUNK ROUTE"

LINE IN CLASS 2;•HIGHLIGHTING OF "(Small) CBD

ROAD/ACTIVITY STREET" WHICHIS NOT CLASSIFIED BYRISFSA/COTO.

3. IN ROAD CYCLE LANES AREOPTIONAL IN CLASS 2, 3 AND 4ROAD RESERVES SUBJECT TO APRIOR SAFETY AUDIT.



AMENDMENT NUMBER:

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DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-011

SCALE AS SHOWN: NTS

DATE: 04/02/2015


SUMMARY OF DESIGN ELEMENTS

40.00

GR

EE

N Z

ON

E

5.20 11.40 6.80 11.40 5.20

0.30

3.50

0.600.80

3.60

0.80

5.206.80

PE

DE

STR

IAN

/CY

CLE

SH

AR

ED

SID

EW

ALK

GR

EE

N Z

ON

ES

HO

ULD

ER

(4)

LAN

E

A - ACROSS SECTION

TYPICAL 40m ROAD RESERVE - URBAN

LAN

E

3.50 3.50

SH

OU

LDE

R (4

)

GR

EE

N Z

ON

E

0.30

3.50

0.60 0.80

3.60

0.80

PE

DE

STR

IAN

/CY

CLE

SH

AR

ED

SID

EW

ALK

GR

EE

N Z

ON

ES

HO

ULD

ER

(4)

LAN

E

LAN

E

3.503.50

SH

OU

LDE

R (4

)

R113 R115R2.1

NON MOTORISED TRANSPORTTYPICAL ROAD SIGNS

MOUNTED BACK-TO-BACK

1 2

GM1 STANDARD W

RM8.5Y

RM8.3Y

RM8.3YRM8.2Y

GM3.3W RM4.2W

RM4.1Y

RM3W

TYPICAL 40m ROAD RESERVE - URBAN

GM1 EXTRA W

12

21

2

TACTILE RAMPS(SEE DWGS IN

JRA-SD-RCS 070 SERIES)

A

A

INSET X

INSET X

GREEN ZONESPEDESTRIAN SIDEWALK

RTM1W

RTM3W

GREEN ZONES 1 WAY CYCLE TRACK

WM2 EXTRA W

MIN. INTERSECTION SPACING 800m (±15%) - NO ACCESS BETWEEN INTERSECTIONS

1

GM1 REDUCED W

GM4.1(W)

GM4.1(W)

GM4.1(W)

GM4.1(W)1

2

WM7.5WWM7.3W

WM7.3W

WM7.2W



AMENDMENT NUMBER:

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DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-020

SCALE AS SHOWN: NTS

DATE: 26/01/2015


RISFSA CLASS 2: ARTERIAL/REGIONAL DISTRIBUTORTYPICAL DETAILS

1. ROAD MARKING DETAILS AREREPRESENTATIVE BUT NOTIONAL.REFER TO SADC-RTSM VOLUMES 1,2 & 4 FOR FULLY DIMENSIONEDDETAILS.

2. REFER TO JRA-SD- RCS-021 FORDETAILS WITH BRT.

3. THIS ROAD CLASS MAY BEPROVIDED IN ROAD RESERVES UPTO 62m IN WIDTH. SUBJECT TOPLANNED REQUIREMENTS ANYEXTRA WIDTH MAY BEDISTRIBUTED BY PROVIDINGSHOULDERS(1.8m MIN. TO 3.0mMAX) WITHIN GREEN ZONES ANDCENTRAL MEDIAN.

4. "SHOULDERS" INDICATED ARENOMINAL CLEARANCES FOR ROADMARKINGS RM4.1 AND RM4.2.

5. TRAFFIC SIGNALS OMITTED FORCLARITY (REFER TOJRA-SD-RCS-070 SERIES).

6. ROAD SIGN OPTIONS RELATED TONMT FACILITY USE ONLY ARE SHOWN.

7. CYCLE PATHS ARE ONE-WAYFACILITIES.

YELLOW ROAD MARKING

WHITE ROAD MARKING

NOTIONAL TACTILEPEDESTRIAN FACILITIES

Y

W

CROSS SECTION A-ATYPICAL 62m ROAD RESERVE WITH BRT STATION AT JUNCTION

GE

NE

RA

L TR

AFF

IC(F

UTU

RE

RIG

HT

ON

LY L

AN

E)

RIG

HT

ON

LY L

AN

E(R

EM

OV

AB

LE/P

AIN

TED

-FU

TUR

E B

RT

LAN

E)

BR

T

UP TO 62m

3.60 3.40 3.40 3.50 3.502.50

3.603.403.403.503.50

PE

DE

STR

IAN

S

VA

RIA

BLE

CY

CLI

STS

-2-W

AY

VA

RIA

BLE

LEFT

ON

LY L

AN

E(S

HO

ULD

ER

)

GE

NE

RA

LTR

AFF

IC

STA

TIO

N

LEFT

ON

LY L

AN

E(R

EM

OV

AB

LE/P

AIN

TED

-FU

TUR

E B

RT

LAN

E)

BR

T

PE

DE

STR

IAN

S

VA

RIA

BLE

CY

CLI

STS

-2-W

AY

VA

RIA

BLE

EN

TER

ING

LE

FT T

UR

N -

DR

OP

S T

O S

HO

ULD

ER

GE

NE

RA

LTR

AFF

IC

VA

RIA

BLE

VA

RIA

BLE

GE

NE

RA

LTR

AFF

IC

B

B

5.50

12

3

12

3

1 2

3

1 2

3

SEE DWG.JRA-SD-RCS- 023

±140m 2 MODULE BRT STATION(NO BY-PASS LANE - AS SHOWN - SEE ALSO JRA-SD-RCS-023)

RAMP PREFERREDMIN. 1 IN 15 RISFSA CLASS 3

30m

3.00

0.250.25

3.000.25 0.25

44

4

2.002.502.00

CROSS SECTION A-ATYPICAL 62m ROAD RESERVE WITH BRT STATION AT JUNCTION

GE

NE

RA

L TR

AFF

IC(F

UTU

RE

RIG

HT

ON

LY L

AN

E)

RIG

HT

ON

LY L

AN

E(R

EM

OV

AB

LE/P

AIN

TED

-FU

TUR

E B

RT

LAN

E)

BR

T

UP TO 62m

3.60 3.40 3.40 3.50 3.502.50

3.603.403.403.503.50

PE

DE

STR

IAN

S

VA

RIA

BLE

CY

CLI

STS

-2-W

AY

VA

RIA

BLE

LEFT

ON

LY L

AN

E(S

HO

ULD

ER

)

GE

NE

RA

LTR

AFF

IC

STA

TIO

N

LEFT

ON

LY L

AN

E(R

EM

OV

AB

LE/P

AIN

TED

-FU

TUR

E B

RT

LAN

E)

BR

T

PE

DE

STR

IAN

S

VA

RIA

BLE

CY

CLI

STS

-2-W

AY

VA

RIA

BLE

EN

TER

ING

LE

FT T

UR

N -

DR

OP

S T

O S

HO

ULD

ER

GE

NE

RA

LTR

AFF

IC

VA

RIA

BLE

VA

RIA

BLE

GE

NE

RA

LTR

AFF

IC

5.50

3.00

0.250.25

3.000.25 0.25

2.002.502.00

1

3

2

TYPICALNMT

TRAFFIC SIGNS

4

REA VAYAROAD SIGNS



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-021

SCALE AS SHOWN: NTS

DATE: 08/05/2015


RISFSA CLASS 2: ARTERIAL/REGIONAL DISTRICT DISTRIBUTORTYPICAL INTERSECTION WITH BRT STATION

1. A DETAIL OF THIS NATURESHOULD BE CONSIDERED ASILLUSTRATIVE. ACTUAL LANECONFIGURATIONS WILL BEDICTATED BY PUBLICTRANSPORT POLICY ANDGENERAL TRAFFIC DEMANDRESULTING FROM THEIMPLEMENTATION OF SUCHPOLICY. REFER ALSO TO DWGSJRA-SD-RCS-022 AND 023.

2. THE FULL DEVELOPMENT OF ARISFSA CLASS 2 ROAD IN A 62mRESERVE IS SHOWN.

3. REMOVABLE ISLANDS ARESHOWN ON THE LINE OF FUTUREBRT BY-PASS LANES. THESE MAYALTERNATIVELY BE PROVIDEDAS PAINTED ISLANDS.

4. DRAWING JRA-SD-RCS-022SHOWS A TYPICAL MID-BLOCKBRT STATION WITH BY-PASSLANES(50m ROAD RESERVE).

5. IF BRT BY-PASS LANES AREPROVIDED IN FUTURE THEGENERAL TRAFFIC RIGHT TURNONLY LANES WILL MOVE TO THELEFT. THESE LANES MAY THENREQUIRE BLOCKING ISLANDS ONTHE FAR SIDE OF THE JUNCTION.SUCH TREATMENT WILL RESULTIN A SUBSEQUENT LANESHIFT TOTHE RIGHT BEYOND THEJUNCTION.

TACTILE PAVING

RAMP DOWN IN DIRECTIONOF ARROW - MAX.1 IN 15

REPRESENTS THE WORDBUS IN YELLOW (RM17.2).

OPTIONAL BICYCLESTORAGE.

PROPERTY BOUNDARIES

Details on this drawing aresubject to operational

assessment with respect totraffic signal provision

6 53

2 1

1

1

3

2

1

1

1

4&6

1 2

3

4&6 1 2

3

7

77

7

16mRISFSA CLASS 5

50m

RO

AD

RE

SE

RV

E

D

D

C

CRISFSA CLASS 6PEDESTRIANS ANDCYCLISTS ONLY

RM3 CHANNELISING LINEMIN 150mm - ±72m LONGSUBJECT TO SIDE ROADGEOMETRY

RISFSA CLASS 2 WITH BRT AND NMT PROVISION

CROSS SECTION C-CTYPICAL CROSS SECTION AT STATION

STA

TIO

N

5.50

CROSS SECTION D-DTYPICAL CROSS SECTION AT PEDESTRIAN CROSSING

1.502.40

1.15

1.50

3.70 3.40 3.50 3.50

BR

T B

Y-P

AS

S L

AN

E

BR

T D

RO

P-O

FFLA

NE

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

2.40

1.10

2.00

1.15

PE

DE

STR

IAN

S

VA

RIA

BLE

CY

CLI

STS

-ON

E W

AY

VA

RIA

BLE

VA

RIA

BLE

3.703.403.50

BR

TR

UN

NIN

G L

AN

E

PE

DE

STR

IAN

S

VA

RIA

BLE

VA

RIA

BLE

GE

NE

RA

LTR

AFF

IC

VA

RIA

BLE

GE

NE

RA

LTR

AFF

IC

12.50 8.15

BR

T R

UN

NIN

GLA

NE

PE

DE

STR

IAN

S

VA

RIA

BLE

VA

RIA

BLE

GE

NE

RA

LTR

AFF

IC

VA

RIA

BLE

GE

NE

RA

LTR

AFF

IC

50m ROAD RESERVE

5.50

1.50

3.703.403.503.50 2.40

1.10

2.0050m ROAD RESERVE

1.15

3.70 3.40 3.50

1.10

8.15

2.001.15

2.00

BR

T B

Y-P

AS

S L

AN

E

BR

T D

RO

P-O

FFLA

NE

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

PE

DE

STR

IAN

S

VA

RIA

BLE

CY

CLI

STS

-ON

E W

AY

VA

RIA

BLE

VA

RIA

BLE

RAMP ON SIDEWALK1 IN 20 (1 IN 15 MAX

RAMP ON SIDEWALK1 IN 20 (1 IN 15 MAX

ME

DIA

N W

IDTH

TO P

ER

MIT

STA

TIO

N P

LUS

2 B

RT

BY

-PA

SS

LAN

ES

CY

CLI

STS

-ON

E W

AY

CY

CLI

STS

-ON

E W

AY

1

TYPICAL NMT TRAFFIC SIGNSREA VAYA TRAFFIC SIGNS

54 R5632R3547 OR R348



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-022

SCALE AS SHOWN: NTS

DATE: 11/05/2015


RISFSA CLASS 2: ARTERIAL/REGIONAL DISTRICT DISTRIBUTORTYPICAL INTERSECTION WITH BRT STATION

1. SEE ALSO NOTES ON DWGSJRA-SD-RCS-021 AND 023.

2. R348-BUS LANE- RIGHTRESERVATION SIGN OR R354-AUTHORISED PASSENGERTRANSPORT VEHICLE LANE-RIGHT RESERVATION (REA VAYA)SIGN SHOULD BE PLACED ONBOTH SIDES OF THE MEDIANISLAND AT APPROX. 250mINTERVALS.

3. NMT SIGNS 4-6 (R114-R112) OR(R115-R113) MOUNTEDBACK-TO-BACK APPROPRIATE TOPEDESTRIAN/ CYCLE USE.

4. THIS DETAIL ILLUSTRATES AMID-BLOCK BRT STATION WITHADDITIONAL BY-PASS LANES.THIS CONFIGURATION REQUIRESA WIDE MEDIAN FOR ASTANDARD STATION PLUSBY-PASS LANES.

5. THE DECISION TO PROVIDE THISLANE CONFIGURATION WILL BEBASED ON GENERAL TRAFFICDEMAND, BRT ROUTESCHEDULING AND PUBLICTRANSPORT POLICY.

6. FOR TACTILE PAVEMENTTREATMENT REFER TOJRA-SD-RCS-070 SERIES.

7. THIS DETAIL REPRESENTS AMINIMUM CROSS SECTION FOR A6 LANE CARRIAGEWAY IN A 50mROAD RESERVE WITH MINIMALSHOULDERS. SEE DRAWINGSJRA-SD-RCS-021 &023 FORDETAILS WITH FULL SHOULDERS.

8. FOR BRT MARKINGS REFER TOJRA-SD-RCS-024.

TACTILE PAVING




PROPERTY BOUNDARIES



12

3

12

3

1 2

3

1 2

3

TYPICAL CROSS-SECTION BETWEENJUNCTIONS FOR 62m ROAD RESERVE.

COMPARE TO 50m CROSS-SECTIONJRA-SD-RCS022

4

SEE DETAIL -023-3 FOR ATYPICALTRANSITION BETWEEN MID-BLOCKAND STATION SECTIONS

4

44

4

4

PARABOLIC REVERSE CURVEAPPROPRIATE FOR BRT DESIGN SPEED

DETAIL - 023-1

GE

NE

RA

L TR

AFF

IC(F

UTU

RE

RIG

HT

ON

LY L

AN

E)

BR

T

UP TO 62m

3.60 3.40 3.40 3.50 3.502.50

3.603.403.403.503.50

PE

DE

STR

IAN

S

VA

RIA

BLE

CY

CLI

STS

-ON

E W

AY

VA

RIA

BLE

LEFT

ON

LY L

AN

E(S

HO

ULD

ER

)

GE

NE

RA

LTR

AFF

IC

STA

TIO

N

BR

T

PE

DE

STR

IAN

S

VA

RIA

BLE

CY

CLI

STS

-ON

E W

AY

VA

RIA

BLE

EN

TER

ING

LE

FT T

UR

N -

DR

OP

S T

O S

HO

ULD

ER

GE

NE

RA

LTR

AFF

IC

VA

RIA

BLE

VA

RIA

BLE

GE

NE

RA

LTR

AFF

IC

5.50

3.00

0.250.25

3.000.25 0.25

2.002.502.00

DETAIL - 023-2 TYPICAL 62m ROAD RESERVE CROSS SECTIONSYMMETRICAL - INCLUDING BRT

BR

T

BR

T

1 32

NMT TRANSPORTTYPICAL ROAD SIGNS

4

REA VAYA BUS LANE SIGN

4 4



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-023

SCALE AS SHOWN: NTS

DATE: 01/06/2015


RISFSA CLASS 2: ARTERIAL/REGIONAL DISTRICT DISTRIBUTOR62m CROSS SECTION

1. DETAIL 023-1 REPRESENTS APOSSIBLE UPGRADE TO THECROSS-SECTION INJRA-SD-RCS-21. THE RIGHT TURNLANE HAS BEEN CONVERTED TOA BRT BY-PASS LANE.

2. DETAIL 023-1 SIGNIFICANTLYINCREASES BRT CAPACITY BUTREDUCES GENERAL TRAFFICCAPACITY.

3. SHORT PHYSICAL ISLANDS AREINTRODUCED OPPOSITEGENERAL TRAFFIC RIGHT TURNLANES TO INHIBIT STRAIGHT ONMOVEMENT.

4. DETAIL 023-2 SHOWS THEMAXIMUM DEVELOPMENT OF BRTPROVISION IN A 62m ROADRESERVE.

5. THESE DETAILS INDICATE A HIGHORDER OF PROVISION WITHINTHE 62m ROAD RESERVE FORCYCLISTS AND PEDESTRIANS INSUPPORT OF THE POTENTIALBRT CAPACITY.

TACTILE PAVING




PROPERTY BOUNDARIES

PEDESTRIANS

CYCLISTS ONE-WAY

SHOULDERGENERAL TRAFFIC

GENERAL TRAFFIC

PEDESTRIANS

CYCLISTS ONE-WAY

SHOULDER

GENERAL TRAFFICGENERAL TRAFFIC

BRT

BRT

MEDIAN REVERSE CURVES LENGTHINDICATED BY BRT DESIGN SPEED

REFER TO DRAWING JRA-SD-RCS-025 FORDETAILS OF BUS LANE ROAD MARKINGS

REFER TO DRAWINGJRA-SD-RCS-023

DETAIL - 024-2TRANSITION APPROACH TO TWO LANE SECTION/STATION

PEDESTRIANS

CYCLISTS ONE-WAY


GENERAL TRAFFIC

BRT

PEDESTRIANS

CYCLISTS ONE-WAY


GENERAL TRAFFIC

BRT

STATION

REFER TO DRAWINGJRA-SD-RCS-021

DETAIL - 024-1TRANSITION APPROACH TO SINGLE LANE STATION

TEMPORARY PAINTEDOR RAISED ISLANDS



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-024

SCALE AS SHOWN: NTS

DATE: 02/06/2015


RISFSA CLASS 2: ARTERIAL/REGIONAL DISTRICT DISTRIBUTOR62m CROSS SECTION - ADDITIONAL DETAIL

1. DETAIL 024-1: ILLUSTRATES ATRANSITION FROM A SINGLE BRTLANE NEXT TO AN 11m MEDIANISLAND TO A SINGLE BRT LANESERVING A STATION ON A 5.5mMEDIAN ISLAND.

2. DETAIL 024-2 ILLUSTRATES ATRANSITION FROM A SINGLE BRTLANE NEXT TO AN 11m MEDIANISLAND TO A DUAL LANE BRTFACILITY SERVING A STATION ONA 5.5m MEDIAN ISLAND WITHBY-PASS LANE CAPACITY. BRTBUSES WILL POTENTIALLYWEAVE BETWEEN LANES ON THEDUAL LANE STATION SECTION.

3. DETAIL 024-2 ALSO ILLUSTRATESHOW GENERAL TRAFFIC LANESNEED TO MOVE TO THE LEFT,TAKING UP THE SHOULDERSPACE, IN ORDER TO GENERATEA GENERAL TRAFFIC RIGHT TURNLANE AT THE APPROACHINGJUNCTION.


REGULATORY SIGNS

LANE LINE GM1 (WHITE) YELLOW RUMBLE BARS

500 4000 500

EXCLUSIVE USE

LANELINE

RM9 (YELLOW)

MEDIAN ISLAND

BRT MARKING (RED) BUS WORD MARKING

RM17.2 (YELLOW)

MEDIAN ISLAND

DETAIL 025-3

DETAIL 025-1

DETAIL 025-4

20m PARABOLIC REVERSE CURVE- LENGTH SUBJECT TO DESIGN OPERATING SPEED

MEDIAN ISLAND

STATION APPROACH

R354 (WITH RM17.2)

AT 250m INTERVALS

10

0

92

5

10

0

92

5

15

0

10

0

20

0

50

35

00

SEE DETAIL 025-2

DETAIL 025-2

15

07

50

0

15

0

75

07

50

925

925

1000

15

0

3500

90

00

REGULATORY SIGNS

R354 (WITH RM17.2)

AT 250m INTERVALS

JOHANNESBURG ROADS AGENCY (PTY) LTD

CITY OF JOHANNESBURG

Drawing Sub-set

DRAWING NUMBER EXTN.

AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:

AMENDMENTS

No. DATE APPROVED DESCRIPTION

LEGEND

NOTES

JRA-SD

RCS-025

SCALE AS SHOWN: NTS

DATE: 27/11/2015


RISFSA CLASS 2: ARTERIAL/REGIONAL DISTRICT DISTRIBUTOR

ROAD MARKING DETAILS FOR BRT LANES

1. DETAIL 024-1 REFERS TO A

SINGLE LANE BRT SERVICE.

2. DETAIL 024-2 SHOWS AN

ENLARGEMENT OF THE

PRINCIPLE ROAD MARKINGS

USED IN JOHANNESBURG BRT

LANES.

3. DETAIL 024-3 REFERS TO A 2

LANE, HIGH ORDER, BRT

CONFIGURATION.

4. DETAIL 024-4 SHOWS A

SITUATION WHERE A 2ND LANE IS

ADDED, EITHER LOCALLY AT A

STATION, OR PRIMARILY TO

INCREASE RUNNING CAPACITY

OVER SOME DISTANCE.

5. THE LEGAL SIGNIFICANCE OF

ENFORCEMENT OF BUS LANES IS

PROVIDED FOR BY THE USE OF:

REGULATORY SIGNS R302,

R303, R353 OR OTHER

VARIANTS- AND

EXCLUSIVE USE LANE LINE

MARKING RM9 AND RM17.2

"BUS" WORD MARKING.

6. THE ADDITIONAL USE OF

YELLOW RUMBLE BARS TO THE

LEFT OF REGULATORY LINE RM9

(IN BRT LANES) AND

CONTINUOUS 1m WIDE RED

ROAD MARKING ARE

TACTILE/VISUAL BUT

NON-REGULATORY TRAFFIC

CONTROL DEVICES EMPLOYED

ON JOHANNESBURG BRT LANES.

7. REGULATORY SIGNS SUCH AS

R302, R303, R353 OR R354 AND

REGULATORY "BUS" WORD

MARKING RM17.2 ARE REQUIRED

AT A MAXIMUM OF 250m

INTERVALS.

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O expand A

3 (297.00 x 420.00 M

M)

0.6 2.0 1.8 3.4 3.4

PE

DE

STR

IAN

S

CY

CLI

STS

GE

NE

RA

LTR

AFF

IC

0.6

3.4

32m

CROSS SECTION A-A

3.4

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

ICR

IGH

T TU

RN

ME

DIA

N

3.4

PE

DE

STR

IAN

S

3.4

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

1.0 2.0 1.8 3.4 3.4

PE

DE

STR

IAN

S

CY

CLE

LA

NE

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

1.0

3.4

32m

CROSS SECTION B-B

3.4

GE

NE

RA

LTR

AFF

IC

ME

DIA

N

PE

DE

STR

IAN

S

1.83.4

CY

CLE

LA

NE

2.0 1.0

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

1.0

3.4

0.8 0.8

2.0 0.61.8

0.6

CY

CLI

STS

OPTION "A"CYCLE TRACKON SIDEWALK

OPTION "B"CYCLE LANE IN

ROADWAY

B B

A

A

1

3

2

31

2

33

1

1

3

4

3-2

3-2

4

3

0.6 2.0 1.8 3.4 3.4

PE

DE

STR

IAN

S

CY

CLI

STS

GE

NE

RA

LTR

AFF

IC

0.6

3.4

32m

CROSS SECTION A-A

3.4

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

ICR

IGH

T TU

RN

ME

DIA

N

3.4

PE

DE

STR

IAN

S

3.4

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

1.0 2.0 1.8 3.4 3.4

PE

DE

STR

IAN

S

CY

CLE

LA

NE

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

1.0

3.4

32m

CROSS SECTION B-B

3.4

GE

NE

RA

LTR

AFF

IC

ME

DIA

N

PE

DE

STR

IAN

S

1.83.4

CY

CLE

LA

NE

2.0 1.0

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

1.0

3.4

0.8 0.8

2.0 0.61.8

0.6

CY

CLI

STS

1

2

3

4

TYPICALNMT

TRAFFIC SIGNS



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-030

SCALE AS SHOWN: NTS

DATE: 04/05/2015


RISFSA CLASS 3: DISTRICT DISTRIBUTORTYPICAL DETAILS

1. THIS DRAWING SHOWS TWOOPTIONS FOR THE PROVISION OFCYCLIST FACILITIES IN THE ONEDIAGRAM AND IN TWO CROSSSECTIONS.

2. THE ROAD RESERVE WIDTH OF ARISFSA CLASS 3 ROAD IS IN THERANGE 25m TO 40m. THESEEXAMPLES HAVE A WIDTH OF32m TO PROVIDE ADEQUATELYFOR NMT.

3. OPTION "A" SHOWS SEPARATEMANDATORY LANES DESIGNATEDBY SIGNS R110 AND R111.WHILST THE SIDEWALKS CANTAKE 2 WAY PEDESTRIANTRAFFIC THE CYCLE PATHSSHOULD OPERATE ONE WAY INTHE DIRECTION OF GENERALVEHICULAR TRAFFIC.

4. OPTION "B" SHOWS IN ROADCYCLE LANES WHICH ARERESTRICTED TO CYCLIST USE BYSIGN R304 AND YELLOWMARKING RM9, PLUS BICYCLESYMBOL MARKING GM6.1. THESELANES SHOULD OPERATE IN AONE WAY DIRECTION WITHGENERAL TRAFFIC.

5. FEEDER ROUTE BUS STOPS MAYBE REQUIRED - SEEJRA-SD-RCS-040.

6. SEE JRA-SD-RCS-031 FOREXAMPLE WITH BRT.

TACTILE PAVING

RAMP TO/FROM SIDEWALKTO CYCLE LANE

1.81.5

3.55 3.2

CY

CLI

STS

0.6

3.5

35m

CROSS SECTION A-A

5.5

GE

NE

RA

LTR

AFF

IC

0.6

2.0 1.8

3.6 3.4

PE

DE

STR

IAN

S

CY

CLI

STS

GE

NE

RA

LTR

AFF

IC

1.0

3.5

35m

CROSS SECTION B-B

2.0

GE

NE

RA

LTR

AFF

IC

BR

T

ME

DIA

N

0.6

4.5 10.25 4.5

0.6

6.0

0.6

2.01.81.0

10.5

0.6

6.0

1.8

1.5

3.8 3.2

0.25

3.5

25m

CROSS SECTION C-C

4.0

GE

NE

RA

LTR

AFF

IC

BR

T

CROSS SECTION D-D

0.25 1.81.5

3.8

0.25

6.70.25

4.5 3.5 3.5

GE

NE

RA

LTR

AFF

IC

BR

T

ME

DIA

N

1.81.5

0.6 0.6

2.0 7.0 4.5

A

A

B

B

C C

D D

25m

GE

NE

RA

LTR

AFF

IC

BR

T

PLA

TFO

RM

PE

DE

STR

IAN

S

CY

CLI

STS

PLA

TFO

RM

PE

DE

STR

IAN

S

CY

CLI

STS

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

BR

T

PE

DE

STR

IAN

S

CY

CLI

STS

PE

DE

STR

IAN

S

GE

NE

RA

LTR

AFF

IC

BR

T

CY

CLI

STS

PE

DE

STR

IAN

S

PE

DE

STR

IAN

S

CY

CLI

STS

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

BR

T

GE

NE

RA

LTR

AFF

IC

BR

T

PE

DE

STR

IAN

S

CY

CLI

STS

1 1

1

11

1

1 1

1 1

1

1

1

1

3

2

2

3

TAPER ±36m 2 BERTH STATION ±136m RAMP 1 IN 15

ENTRY/EXIT

ENTRY/EXIT

ENTRY/EXIT

ENTRY/EXIT

4

4

4

4

4

1.81.5

3.55 3.2

CY

CLI

STS

0.6

3.5

35m

CROSS SECTION A-A

5.5

GE

NE

RA

LTR

AFF

IC

0.6

2.0 1.8

3.6 3.4

PE

DE

STR

IAN

S

CY

CLI

STS

GE

NE

RA

LTR

AFF

IC

1.0

3.5

35m

CROSS SECTION B-B

2.0

GE

NE

RA

LTR

AFF

IC

BR

T

ME

DIA

N

0.6

4.5 10.25 4.5

0.6

6.0

0.6

2.01.81.0

10.5

0.6

6.0

1.8

1.5

3.8 3.2

0.25

3.5

25m

CROSS SECTION C-C

4.0

GE

NE

RA

LTR

AFF

IC

BR

T

CROSS SECTION D-D

0.25 1.81.5

3.8

0.25

6.70.25

4.5 3.5 3.5

GE

NE

RA

LTR

AFF

IC

BR

T

ME

DIA

N

1.81.5

0.6 0.6

2.0 7.0 4.5

25m

GE

NE

RA

LTR

AFF

IC

BR

T

PLA

TFO

RM

PE

DE

STR

IAN

S

CY

CLI

STS

PLA

TFO

RM

PE

DE

STR

IAN

S

CY

CLI

STS

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

BR

T

PE

DE

STR

IAN

S

CY

CLI

STS

PE

DE

STR

IAN

S

GE

NE

RA

LTR

AFF

IC

BR

T

CY

CLI

STS

PE

DE

STR

IAN

S

PE

DE

STR

IAN

S

CY

CLI

STS

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

BR

T

GE

NE

RA

LTR

AFF

IC

BR

T

PE

DE

STR

IAN

S

CY

CLI

STS

1R113/R115

(MOUNTED BACK-TO-BACK)NON-MOTORISED

TRANSPORTTYPICAL ROAD SIGNS

2

3

NMTROAD SIGNS

4

REA VAYAROAD SIGNS



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-031

SCALE AS SHOWN: NTS

DATE: 05/05/2015


RISFSA CLASS 3: DISTRICT DISTRIBUTORTYPICAL DETAILS WITH BRT

1. THIS DETAIL SHOWS A POSSIBLEJUNCTION BETWEEN BRTROUTES.

2. ONE ROAD HAS A RESERVEWIDTH OF 35m WITH ONE BRTLANE AND 2 GENERAL TRAFFICLANES IN EACH DIRECTION.

3. IT HAS BEEN ASSUMED THATPROPERTY ADJACENT TO THISROAD HAS ACCESS FROM ANINTERNAL ROAD SYSTEM.

4. THE INTERSECTING ROADRESERVE WIDTH IS 25m.PROPERTIES HAVE DIRECTACCESS.

5. THE 35M ROAD REQUIRES THENMT STANDARD TO BE REDUCEDTO ACCOMMODATE THE BRTSTATION WIDTH OF 5.5m.

6. THE 25m ROAD CAN ONLY FIT A4.0m NARROW WIDTH STATION,PLUS A BRT LANE AND ONENARROW GENERAL TRAFFICLANE IN EACH DIRECTION. NMTPROVISION IS OF REDUCEDSTANDARD.

7. THIS BRT/GENERAL TRAFFICCONFIGURATION IS COMPLEX,AND IS SUBJECT TO THE ABILITYTO PROVIDE ADEQUATE ANDSAFE TRAFFIC SIGNALOPERATION. SUCH OPERATIONMAY NEED TO INCLUDEPROVISION FOR TURNING BRTSERVICES.

8. THIS DRAWING DOES NOTINTEND TO PROPOSE THE BRTOPERATION SHOWN. RATHER ITSFUNCTION IS TO HIGHLIGHT THEPOTENTIAL COMPLEXITIES OFSUCH OPERATION.

TACTILE PAVING

RAMP DOWN AT 1 IN 15 INDIRECTION OF ARROW.

PROPERTY ENTRANCE

PROPERTY BOUNDARIES



E

PE

DE

STR

IAN

S

CY

CLE

LA

NE

PA

RK

ING

OR

BU

S S

TOP

GE

NE

RA

LTR

AFF

IC

PE

DE

STR

IAN

S

25m

ONEWAY - CROSS SECTION B-B

LC

2.00 1.80 2.50 3.70 3.40 3.703.40 2.002.50

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

PA

RK

ING

GE

NE

RA

LTR

AFF

IC

PE

DE

STR

IAN

S

PA

RK

ING

2WAY - CROSS SECTION A-A

25m

PE

DE

STR

IAN

S

CY

CLE

LA

NE

L

GE

NE

RA

LTR

AFF

IC

C

2.00 1.80 2.50 3.20 3.00

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

PA

RK

ING

2.001.802.503.203.00

CY

CLE

LA

NE

RU

MB

LE S

TRIP

RU

MB

LE S

TRIP

3

3

3

31

4

3

3

DETAIL 040-2ONE WAY STREET

32

21

4

A

A

B B

DETAIL 040-12 WAY STREET

E

E

E

E

PE

DE

STR

IAN

S

CY

CLE

LA

NE

PA

RK

ING

OR

BU

S S

TOP

GE

NE

RA

LTR

AFF

IC

PE

DE

STR

IAN

S25m

ONEWAY - CROSS SECTION B-B

LC

2.00 1.80 2.50 3.70 3.40 3.703.40 2.002.50

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

PA

RK

ING

GE

NE

RA

LTR

AFF

IC

PE

DE

STR

IAN

S

PA

RK

ING

2WAY - CROSS SECTION A-A

25m

PE

DE

STR

IAN

S

CY

CLE

LA

NE

L

GE

NE

RA

LTR

AFF

IC

C

2.00 1.80 2.50 3.20 3.00

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

GE

NE

RA

LTR

AFF

IC

PA

RK

ING

2.001.802.503.203.00

CY

CLE

LA

NE

RU

MB

LE S

TRIP

RU

MB

LE S

TRIP

TYPICALROAD

TRAFFIC SIGNS

4

1

2

3

SID

EW

ALK

CY

CLE

LA

NE

TRA

FFIC

LA

NE

PA

RK

ING

RUMBLE STRIP

RUMBLE STRIPDETAIL

EXCLUSIVE USELANE MARKINGRM9 YELLOW

RM7.1SYMBOLYELLOW



AMENDMENT NUMBER:

DRAWN BY:

DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-040

SCALE AS SHOWN: NTS

DATE: 13/05/2015


RISFSA CLASS 4: CBD/ACTIVITY/LOCALDISTRIBUTOR/BOULEVARD - TYPICAL DETAILS

1. THE ROAD RESERVE WIDTH OF ARISFSA CLASS 4 ROAD IS IN THERANGE 20m TO 40m.

2. THIS EXAMPLES HAS A WIDTHOF 25m AND ILLUSTRATESCROSSING ONE WAY AND 2-WAYROADS.

3. CYCLE LANES ARE SHOWN INBOTH CATEGORIES OF ROAD INADDITION TO PARALLELPARKING. THIS FORMATREPRESENTS LOW QUALITY NMTPROVISION. A HIGHER LEVEL OFNMT FACILITY WILL REQUIRE AGREATER ROAD RESERVATIONWIDTH.

4. FEEDER OR GENERAL SERVICEBUS STOPS, WITH LAYBYS ARESHOWN IN THE 2-WAY ROAD. THEPROVISION OF LAYBYSREQUIRES THE INTEGRATION OFPEDESTRIAN AND CYCLISTS ONTHE SIDEWALK AROUND THELAYBYS. IF A BUS SHELTER IS TOBE PROVIDED THE REMAININGSPACE FOR PEDESTRIANS ANDCYCLISTS MAY COMMONLYBECOME SUB-STANDARD,SUBJECT TO VOLUMES.

5. SEE JRA-SD-RCS-041 FOR ANEXAMPLE OF THIS ROAD CLASSIN AN INDUSTRIAL AREA.

PROPERTY ENTRANCE-ON CLASS 4 PRIMARILYTO OFF-STREET PARKING

TACTILE PAVING

PROPERTY BOUNDARIES

E

0.60 2.

00

0.60

1.805.

005.

000.

602.

00

0.60

1.805.

005.

0030

m

R8m

T1C1

C2

T2

T3

30m

EXTRA LARGE ACCESSWITH WB17 CAPACITY

PROPERTY BOUNDARY

15m ROAD

SECURITY ACCESS AND EGRESS-RECESSED OPTIONAL BOOM CONTROL

SIDEWALK

ONE WAY CYCLE TRACKLARGE CAPACITYBUS SHELTER

GM2 GUIDE LINE

WM3 DIVIDING LINE 100mm (STANDARD)

SEE DRAWING JRA-SD-RD-041FOR TYPICAL BUS LAYBY DETAILS,INCLUDING TACTILE PAVING

SIDEWALK

ONE WAY CYCLE TRACK

RM7 EXCLUSIVE PARKING BAY

GM2 GUIDE LINE (SEE NOTE 7)

GM2 PEDESTRIANGUIDE LINES

LARGE ACCESS WITHWB12 CAPACITY

12m ROAD

LARGE INDUSTRIAL SITE

0.60 2.

00

0.60

1.80

2.50

4.00

0.60

2.00

0.60

1.80

3.50

3.50

30m

30m

4.00

2.50

24m TAPER 16m ISLAND 24m TAPERTYPICAL

8m ACCESS

TYPICAL12m ACCESS

APPROX. 120m REQUIRED FOR PEDESTRIAN CROSSING AND BUS LAYBYS

THE BUS LAYBY TREATMENTILLUSTRATES THATA ROAD RESERVE WIDTH OF ± 35mWOULD BE PREFERABLE FOR THESERVICE REQUIREMENTSINDICATED.

INTRODUCTION OF A MID-BLOCK PEDESTRIANCROSSING OF THIS TYPE WILL REQUIRE AT LEAST70m BETWEEN PROPERTY ACCESSES. THIS WILLINCREASE TO 120m TO INCLUDE BUS LAYBYS

TYPICALSIDEWALK RAMPING TO PEDESTRIANCROSSING. SEED JRA-SD-RCS-072/073 FOR TACTILEPAVING AND TRAFFIC SIGNAL TREATMENTS.CENTRAL ISLAND REQUIRES TACTILE PAVING ANDCAN ACCOMMODATE PASSING WHEELCHAIRS.

2.4 O/A ISLAND WIDTH

DETAIL 041-1

DETAIL 041-2

C1


R40

m

R10mR20

m


1

1

1



AMENDMENT NUMBER:

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DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-041

SCALE AS SHOWN: NTS

DATE: 15/05/2015


RISFSA CLASS 4: INDUSTRIAL ROAD - TYPICAL DETAILS

1. FOR NEW PLANNING, A TYPICALMINIMUM ROAD RESERVE WIDTHSHOULD BE ±/30m TO PROVIDE AHIGH STANDARD NMT CROSSSECTION.

2. A 30m ROAD RESERVE CANPROVIDE 4 LANES WITH NOPARKING OR 2 LANES WITH 90°PARKING/BUS LAYBYS.

3. DETAIL 041-1 SHOWS LARGEINDUSTRIAL STANDS WITHENTRANCE ROADS OF 15m AND12m.

4. DETAIL 041-1 SHOWS ENTRANCESPLAYS AS PART OF A HIGHSTAND AND AND ENTRANCEDESIGN, INCLUDING SET-BACKACCESS CONTROL.

5. NMT FACILITIES SHOULD BEACCORDED FORMAL PRIORITYAND BE PROVIDED WITH TACTILERAMPING FOR PEDESTRIANS.

6. DETAIL 041-2 SHOWS A 4 LANECROSS SECTION WITH MIDBLOCK SIGNALISED PEDESTRIANCROSSING, AND BUS LAYBYS.

7. USE OF GM2 MARKING ISOPTIONAL - SUGGEST USE FORTANGENT TO TANGENTOPENINGS >30m.

8. TRAFFIC SIGNALISEDROADSIGNS OMITTED FORCLARITY.

RAMP DOWN AT 1 IN 15 INDIRECTION OF ARROW.

TACTILE PAVING

A

B

0.8 2.0 1.8

0.8

3.8

PE

DE

STR

IAN

S

CY

CLI

STS

(ON

E W

AY

)

0.8

GE

NE

RA

LTR

AFF

IC

PE

DE

STR

IAN

S

CY

CLI

STS

(ON

E W

AY

)

GE

NE

RA

LTR

AFF

IC

1.0 2.0 1.0 1.8 4.2 1.02.01.01.84.2

PE

DE

STR

IAN

S

CY

CLE

LA

NE

(ON

E W

AY

)

GE

NE

RA

LTR

AFF

IC

PE

DE

STR

IAN

S

CY

CLE

LA

NE

(ON

E W

AY

)

GE

NE

RA

LTR

AFF

IC

20m

0.8

OPTION "B"CYCLE LANE IN

ROADWAY

0.82.01.8

1

3.8

0.8

4

20m

21

3

E E E E E

EE E E E E

E

E

E

E

E

E

ECROSS SECTION A-A

CROSS SECTION B-B

OPTION "A"CYCLE TRACKON SIDEWALK

2

3 2

2

1

42

22

2

1

4

B

A

INSET X

CL

CL

0.8 2.0 1.8

0.8

3.8

PE

DE

STR

IAN

S

CY

CLI

STS

(ON

E W

AY

)

0.8

GE

NE

RA

LTR

AFF

IC

PE

DE

STR

IAN

S

CY

CLI

STS

(ON

E W

AY

)

GE

NE

RA

LTR

AFF

IC

1.0 2.0 1.0 1.8 4.2 1.02.01.01.84.2

PE

DE

STR

IAN

S

CY

CLE

LA

NE

(ON

E W

AY

)

GE

NE

RA

LTR

AFF

IC

PE

DE

STR

IAN

S

CY

CLE

LA

NE

(ON

E W

AY

)

GE

NE

RA

LTR

AFF

IC

20m

0.8

0.82.01.83.8

0.8

20m

CROSS SECTION A-A

CROSS SECTION B-B

CL

CL

1

2

3

4

TYPICALROAD

TRAFFIC SIGNS



AMENDMENT NUMBER:

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DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-050

SCALE AS SHOWN: NTS

DATE: 21/04/2015


RISFSA CLASS 5: RESIDENTIAL COLLECTOR STREETTYPICAL DETAILS

1. THIS DRAWING SHOWS TWOOPTIONS FOR THE PROVISION OFCYCLIST FACILITIES IN THE ONEDIAGRAM AND IN TWO CROSSSECTIONS.

2. THE ROAD RESERVE WIDTH OF ARISFSA CLASS 5 ROAD IS IN THERANGE 16m TO 30m. THEEXAMPLES SHOWN HAVE AWIDTH OF 20m.

3. FOR THIS CLASS OF ROADDIRECT PROPERTY ACCESS HASBEEN SHOWN. IT IS EVIDENTTHAT PEDESTRIANS ANDCYCLISTS WILL HAVE REDUCEDQUALITY OF USE COMPARED TOHIGHER ORDER ROAD CLASSES.

4. OPTION "B" SHOWS CYCLE LANESIN THE ROADWAY. SEEJRA-SD-RCS-040 FOR POSSIBLETREATMENT AT A BUS STOP.

5. OPTION "A" SHOWS CYCLETRACKS ON THE SIDEWALK.

6. A 4-WAY STOP INTERSECTIONHAS BEEN SHOWN. SUBJECT TOTRAFFIC NEEDS AND THE LOCALENVIRONMENT, TRAFFICSIGNALS MAY BE SPECIFIED; ARAISED TABLE INTERSECTION ORA TRAFFIC CIRCLE (WHICHPERMITS AN EFFECTIVE U-TURN)MAY ALSO BE USED (SEERCS-051).

PROPERTY ENTRANCE

TACTILE PAVING

PROPERTY BOUNDARIES

E

OPTION "B"NARROW

ROADWAY-SIDEWALK ONE

SIDE

OPTION "A"WIDER

ROADWAY-SIDEWALK ONE

SIDE

14m

0.7

1.75

4.25

OUTBOUND BUS

BUS STOP WITH SHELTERAND HARD STAND FORPASSENGERS

OPTIONAL SPEED HUMP SUBJECT TOSITE SPECIFIC CIRCUMSTANCES.NOTE: RECOMMENDED USE OF 18mRM1NO OVERTAKING LINE OVER SPEEDHUMP

3

1

ALTERNATIVE JUNCTION CONTROL:BASED ON THE SAME JUNCTIONAPPROACHES AS MAIN DETAIL

APPLICABLE ALSO TO DRAWINGJRA-SD-RCS-050

3.5

7.0

3.5

7.0 3.5

14.0

14m

5

1.8

4

2.752.75

0.7

3.5

4

1.8

3

INBOUND BUS

1.0

3.5

3.5

BUS ROUTE OPTIONAL- EXAMPLEROUTE TURNS AT JUNCTION-ALTERNATIVE OUTBOUND BUSSTOP PRIOR TO TURN

2

1

2

300

200

REGULATORY MARKING RM15TRAFFIC CIRCLE MANDATORY

DIRECTION ARROWS

14.0

3.5

5

54

5

4

YELLOW

WHITE

MINI CIRCLE MARKINGDIAGRAM OVER 4m

300

14.0

4

ALTERNATIVE JUNCTION CONTROL:BASED ON THE SAME JUNCTIONAPPROACHES AS MAIN DETAIL

APPLICABLE ALSO TO DRAWINGJRA-SD-RCS-050

3.5

7.0

3.5

7.0 3.5

14.0

5

4

4

300

200

REGULATORY MARKING RM15TRAFFIC CIRCLE MANDATORY

DIRECTION ARROWS

14.0

3.5

5

54

5

4

YELLOW

WHITE

MINI CIRCLE MARKINGDIAGRAM OVER 4m

300

14.0

4

TYPICAL ROADTRAFFIC SIGNS

4

1

2

3

5



AMENDMENT NUMBER:

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DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-051

SCALE AS SHOWN: NTS

DATE: 23/04/2015


RISFSA CLASS 5: RESIDENTIAL STREETS TYPICALDETAILS

1. THIS DETAIL ILLUSTRATES TWOOPTIONS FOR RESIDENTIALSTREETS:-

• 7.0m ROAD IN 14m RESERVE-"A"• 5.6m ROAD IN 14m RESERVE-"B"2. 5.6m ROAD ASSUMED TO HAVE

LOW TRAFFIC VOLUMES.3. 7.0m ROAD ASSUMED TO SERVE

HIGHER RESIDENTIAL DENSITIESAND HIGHER TRAFFIC VOLUMESINCLUDING CYCLISTS.

4. SURFACED PEDESTRIANSIDEWALKS MAY BE PROVIDEDWITHOUT KERBING OF ROADS,SUBJECT TO TOPOGRAPHY ANDDRAINAGE NEEDS.

5. TRAFFIC CALMING MEASURESMAY BECOME NECESSARY.

6. 7.0m ROADWAY MAYACCOMODATE A BUS ROUTE IFREQUIRED.

7. SEE DRAWING JRA-SD-RD-130FOR MINI-CIRCLE DESIGN DETAIL.

8. TACTILE PAVING HAS BEENINDICATED. THIS SHOULD BESUBJECT TO THE DEVELOPMENTOF A BASIC WARRANT (SUCH ASBUS ROUTE/STOP).

TACTILE PAVING

PROPERTY BOUNDARIES

NOTE: PROPERTY ENTRANCES OMITTED FOR CLARITY.

SHARED PEDESTRIANAND CYCLE ROUTE

MAIN ROAD

NMTACCESSROUTE

HIGH DENSITY RESIDENTIAL AREA CLASS 2 ROAD 50m-100m

CHESS BOARD

SUNKEN SPEAKER'S"CIRCLE"

RAISED TABLEINTERSECTION -PEDESTRIAN CROSSINGSLEVEL WITH MALL

RAISED TABLEINTERSECTION -

PEDESTRIAN CROSSINGSLEVEL WITH MALL

R11

1

2

3

4

2

3

4

3

4

R5

R14/R112(MOUNTED BACK-TO-BACK)

NON-MOTORISEDTRANSPORT TYPICAL ROAD

SIGNS

2

DETAIL - 060 - 1

DETAIL - 060 - 2 DETAIL - 060 - 3



AMENDMENT NUMBER:

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CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-060

SCALE AS SHOWN: NTS

DATE: 15/04/2015


RISFSA CLASS 6: NMT/GREENWAY/MULTIUSER PATH -TYPICAL DETAILS

1. THE 3 DETAILS INDICATEDIFFERENT FORMS OF CLASS 6NON-MOTORISED TRANSPORTADAPTATIONS OF "COMPLETESTREETS".

2. DETAIL -060-1 ILLUSTRATES ATYPICAL PEDESTRIAN/ CYCLESTREET MALL CREATED BY AROAD CLOSURE.

3. DETAIL -060-2 SHOWS HOW APEDESTRIAN/CYCLE "ACCESS"CAN BE PROVIDED FOR IN THEPLANNING PROCESS TO SERVERESIDENTS OF A HIGH DENSITYSUBURB WITH CONNECTION TO AMAIN ROAD AND PUBLICTRANSPORT.

4. DETAIL -060-3 REPRESENTSVISUALLY HOW AN NMTPATHWAY, WITH LIGHTING,COULD CONNECT A SHOPPINGCENTRE TO AN ADJACENTPUBLIC TRANSPORT ROUTE.

STREET LIGHTING

ROAD TRAFFIC SIGNS

SPEED HUMP CROSSING

SHADE TREE

PLINTH FOR ART/STATUEWITH SEATING

BENCH

BOLLARDS/RUBBISH BIN

TACTILE PAVING

DETAIL SHOWN AT LEFT REPRESENT THE BASICWAYS IN WHICH SIDEWALKS MAY BE RAMPED INORDER TO ASSIST DISABLED USERS TO REACHTHE CHANNEL LINE/LEVEL PRIOR TO CROSSINGA STREET . (THE DETAILS RELATE MOSTCORRECTLY TO MID-BLOCK PEDESTRIANCROSSINGS).ULTIMATELY RAMPING SOLUTIONS WILL DEPENDON INDIVIDUAL SITE SLOPES, SIDEWALK WIDTHS& PROVISION ON THE SIDEWALK FOR CYCLISTS.DRAWINGS JRA-SD-RCS-072 & 073 SHOWEXAMPLES OF COMBINATION & PARALLELRAMPS.THE BEST END PRODUCT IS LIKELY TO BEOBTAINED IF THE PEDESTRIAN CROSSINGS &TACTILE PAVING ARE LOCATED ON THESTRAIGHT APPROACH TO THE INTERSECTION i.e.AT 90° TO THE KERB BEFORE THE START OF THECURVE RADIUS.

PERPENDICULAR

CROSSFALL±1 IN 50

KERB

CHANNEL

LANDING AREA-SLOPINGWITH ROADWAY

PAVING FILLET±1 IN 10

COMBINATION

PARALLEL

SIDE-SLOPERAMP

CROSSFALL±1 IN 50

KERB

CHANNEL

TAPER KERB

CHANNEL

SIDE-SLOPERAMP

PAVING FILLET±1 IN 10

INTERMEDIATE LANDINGPARALLEL

RAMPPARALLEL

RAMP

RAMP RAMPLOW LEVELCROSSFALL ±1 IN 50



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LEGEND

NOTES

JRA-SDRCS-070

SCALE AS SHOWN: NTS

DATE: 07/04/2015


BASIC TYPES OF SIDEWALK RAMPING FOR DISABLEDPERSONS AT INTERSECTIONS

1. THERE ARE 3 BASIC WAYS INWHICH RAMPING TO FACILITATEDISABLED OR SIGHT IMPAIREDUSERS OF PEDESTRIANCROSSINGS MAY BE PROVIDED:

• PERPENDICULARWHERE THE CHANGE IN LEVELOCCURS WHOLLY ON A RAMPACROSS THE SIDEWALK;

• COMBINATIONWHERE THE CHANGE IN LEVELOCCURS PARTLY ALONG THESIDEWALK TO AN INTERMEDIATELEVEL AND PARTLY ACROSS THESIDEWALK FROM THEINTERMEDIATE LEVEL;

• PARALLELWHERE THE CHANGE IN LEVELOCCURS ALONG THE SIDEWALK.

2. AN EXAMPLE OF THECOMBINATION TYPE RAMP ISSHOWN IN DRAWINGJRA-SC-RCS-072.

3. AN EXAMPLE OF THE PARALLELTYPE RAMP IS SHOWN INDRAWING JRA-SC-RCS-073.

4. THE BEST RAMPING SOLUTION ISLIKELY TO DEPEND ONINDIVIDUAL SITE CONDITIONS.

3000 1500

100 150100

FIG.3 KERBS

3000

PR

EFE

RR

ED

MIN

IMU

M

RAMP DOWN

BACK-TO-BACKFIG 3 KERBS

WHERE SIDEWALKLEVEL IS REDUCED

DIRECTIONAL TACTILESLABS WITH RIBBINGPARALLEL TO CHANNEL ANDAT 90° TO TACTILE SLABSLEADING FROM BACK OFSIDEWALK

DIRECTIONAL TACTILE SLABS300x300 (400x400 SLABS MAYALTERNATIVELY BESPECIFIED)

INTERMEDIATELANDING

3000

300mm CONCRETECHANNEL

100

100

FIG 3 KERBS

DIRECTIONAL TACTILE SLABS300x300 STAGGERED BY ±100mmPER ROW TO FIT CURVE(400x400 SLABS MAY ALSO BESPECIFIED)

RAMP DOWNR 10m

1 IN 50

1 IN 50

CAST IN-SITU CONCRETEFILLET OR BLENDEDINTERLOCKING PAVERS

R 1

0m

1 IN 15

1 IN 50

1 IN 15

DETAIL BTYPICAL BUTTON

CONTROL AT TACTILECROSSING

DIRECTIONAL TACTILE SLABS300x300 (400x400 SLABS MAYALTERNATIVELY BESPECIFIED)

END KERB CAST-IN-SITUBLENDED TO MEETCAST-IN-SITU FILLET

CAST-IN-SITU BLENDEDDOWNWARDS END TOBACK-TO-BACK KERBS

TACTILE SLABS AND PEDESTRIANSIGNAL HEADS OMITTED FOR

CLARITY

DETAIL AOFFSET DISABLEDCROSSING FLOW

PATTERN



AMENDMENT NUMBER:

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CHECKED BY:


LEGEND

NOTES

JRA-SDRCS-072

SCALE AS SHOWN: NTS

DATE: 15/04/2015


TYPICAL TACTILE PEDESTRIAN CROSSING -SIGNALISED INTERSECTION - COMBINATION RAMPING

1. THE DETAILS FOR TACTILEPAVING STANDARDS IN SOUTHAFRICA ARE CURRENTLY UNDERREVIEW. THE DETAILS ON THISDRAWING ARE THEREFORESUBJECT TO ALTERATION ONCETHE STANDARD IS FINALISED.

2. THIS DETAIL SHOWS PARTIALDOWNWARD RAMPING ON THESIDEWALK ON THE APPROACHTO THE PEDESTRIANCROSSINGS. THE BALANCE OFRAMPING TO THE TOP OFCHANNEL WILL OCCUR IN THEAREA OF TACTILE PAVING. RAMPSLOPES WILL DEPEND ONINDIVIDUAL SITE CONDITIONS.

3. THE KERB SIDE TACTILE PAVINGIN THIS DETAIL IS STAGGEREDTO ACCOMMODATE THE CURVEIN THE KERBLINE. SEEJRA-SD-RCS073 FOR ANALTERNATIVE WHICH INVOLVESCUTTING THE TACTILE PAVING.

4. THE DETAIL RECOMMENDSCAREFUL SITING OF TRAFFICSIGNAL POLES WITH CONTROLBUTTONS IN ORDER TO MAINTAINCLEAR PATHS FOR PEDESTRIANSWITH SIGHT DISABILITIES.

AUDIBLE/PUSH BUTTONFOR FOR BLINDPERSONS

PEDESTRIAN SIGNAL

VEHICULAR SIGNAL

PATH OF BLIND ORPARTIALLY SIGHTEDPERSONS ANDWHEELCHAIRS ONCROSSING

3000 1500

100 150100 FIG.3 KERBS (BACK-TO-BACKWHEN SIDEWALK LEVEL ISREDUCED)

3000

PR

EFE

RR

ED

MIN

IMU

M

RAMP DOWN

DIRECTIONAL TACTILESLABS 300x300(400x400 SLABS MAYALTERNATIVELY BESPECIFIED)

LOW LEVELLANDING

3000

300mm CONCRETECHANNEL

300mm CONCRETEAPRON TO TACTILESLABS

100

100

FIG 3 KERBS (BACK-TO-BACKWHEN SIDEWALK LEVELIS REDUCED)

DIRECTIONAL TACTILE SLABS300x300 CUT TO FIT CURVE ONFRONT EDGE - RIBBINGPARALLEL TO CHANNEL.(400x400 SLABS MAY ALSOBE SPECIFIED)

RAMP DOWN

1 IN 50

R 10m1 IN 50

1 IN 50

TOP OF RAMP

R 1

0m

DETAIL BTYPICAL BUTTON

CONTROL AT TACTILECROSSING

DIRECTIONAL TACTILE SLABS300x300 CUT TO FIT CURVE ON

FRONT EDGE - RIBBINGPARALLEL TO CHANNEL.

(400x400 SLABS MAY ALSOBE SPECIFIED)

CAST-IN-SITU BLENDEDDOWNWARDS END TOBACK-TO-BACK KERBS

TACTILE SLABS AND PEDESTRIANSIGNAL HEADS OMITTED FOR

CLARITY

DETAIL AOFFSET DISABLEDCROSSING FLOW

PATTERN



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NOTES

JRA-SDRCS-073

SCALE AS SHOWN: NTS

DATE: 02/04/2015


TYPICAL TACTILE PEDESTRIAN CROSSING - SIGNALISEDINTERSECTION - PARALLEL RAMPING

1. THE DETAILS FOR TACTILEPAVING STANDARDS IN SOUTHAFRICA ARE CURRENTLY UNDERREVIEW. THE DETAILS ON THISDRAWING ARE THEREFORESUBJECT TO ALTERATION ONCETHE STANDARD IS FINALISED.

2. THIS DETAIL SHOWS FULLRAMPING ON EACH APPROACHTO A LOW LEVEL SIDEWALKLINKING BOTH PEDESTRIANCROSSINGS. THIS LOW LEVELAREA SHOULD HAVE A 1 IN 50CROSSFALL TOWARDS THECHANNEL LINE, INCLUDING THETACTILE PAVING. THISTREATMENT MAY REQUIRE ADRAIN BEHIND THE KERB LINE.THE APPROACH RAMP SLOPESWILL DEPEND ON INDIVIDUALSITE CONDITIONS BUT SHOULDBE GRADED AS GENTLY AS ISPRACTICAL.

3. THE KERB SIDE TACTILE PAVINGIN THIS DETAIL HAS BEENALIGNED TO THE CHANNEL LINEON THE CURVE AND REQUIRESSEVERAL PAVERS TO BE CUT TOFORM THIS CURVE. THISPROBLEM CAN BE AVOIDED ORREDUCED BY ALIGNING THEPEDESTRIAN CROSSINGS WITHTHE TANGENTS TO THE CORNERCURVE.

AUDIBLE/PUSH BUTTONFOR FOR BLINDPERSONS

PEDESTRIAN SIGNAL

VEHICULAR SIGNAL

PATH OF BLIND ORPARTIALLY SIGHTEDPERSONS ANDWHEELCHAIRS ONCROSSING

300 300 600 2100

SIDEWALK CROSSFALL 1 IN 50

SLOPE DOWN

PRIMARY SIDEWALK SLOPEAT PREFERRED 1 IN 15

TACTILE PAVING (300x300x65)

BEDDING 6:1 SAND/CEMENT MIX - 30mm

100mm FOUNDATION COMPACTED TO 90°MEDIUM AASHTO DENSITY

2 ROWS DIRECTIONAL TACTILEPAVERS - 1 IN 50 CROSSFALL

2 ROWS DIRECTIONAL TACTILEPAVERS - PREFERRED 1 IN 15MAX 1 IN8 SECONDARY SLOPETO CHANNEL

BACK -TO- BACKFIG.3 KERBS ON

LOWER SECTION

CONCRETECHANNEL/RAMP

APRON

EXISTINGROAD BASE

TYPICAL CROSS-SECTION - COMBINATION RAMP (ON LINE OF TACTILE PAVERS) -INTERMEDIATE LANDING

300 300 600 2100

SIDEWALK CROSSFALL 1 IN 50

SLOPE DOWN

NOMINAL 3m SIDEWALK

INTERLOCKING BLOCK PAVING1 IN 50 CROSSFALL

2 ROWS DIRECTIONAL TACTILEPAVERS 1 IN 50 CROSSFALL ON 30mm6 : 1 SAND/CEMENT BEDDINGMATERIAL

BACK -TO- BACKFIG.3 KERBS ON

LOWER SECTION

CONCRETECHANNEL/RAMP

APRON

EXISTINGROAD BASE

TYPICAL CROSS-SECTION - PARALLEL RAMP -LOW LEVEL LANDING

COMPLETE PARALLELSIDEWALK SLOPE ATPREFERRED 1 IN 15

SIDEWALK PAVINGINTERLOCKING BLOCKS -DRAINAGE CROSSFALL

BEDDING 20mm SAND

100mm FOUNDATION COMPACTED TO 90°MEDIUM AASHTO DENSITY

NOMINAL 3m SIDEWALK

CONCRETE FILLET



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NOTES

JRA-SDRCS-074

SCALE AS SHOWN: NTS

DATE: 02/04/2015


TYPICAL TACTILE PAVING RAMP DETAILS IN SECTION

1. THE CROSS SECTIONS SHOWNCOVER THE 2 MOST LIKELYBASIC TYPES OF SIDEWALKRAMPING LIKELY TO BESPECIFIED IN JOHANNESBURG.SEE DRAWING JRA-SD-RCS-070.

2. THE SECTIONS SHOW 300x300x65TACTILE PAVERS WHICH MAYOFFER BENEFITS IN SIDEWALKSHAPING. 400x400x65 TACTILEPAVERS MAY BE SPECIFIED INWHICH CASE THE RISE OF THESECONDARY SLOPE WILLINCREASE SLIGHTLY.

3. THE RATES OF SLOPE SHOWNFOR RAMPS ARE NOTIONAL &SUBJECT TO INDIVIDUAL SIGHTDESIGN. A SLOPE OF 1 IN 8 MAYBE USED ONLY OVER VERYSHORT DISTANCES. IN STEEPLYSLOPING SITUATIONS IT MAY BENECESSARY TO DEVELOP APRIMARY SIDEWALK RAMP INMORE THAN ONE STAGE WITHSHORT, LEVEL, INTERMEDIATESECTIONS.

1.5

- R

OA

DS

: BR

T

1.5 – ROADS: BRT



REVISION DATE JRA-SD-RBRT-010 Typical Cross Section between Intersections 300615 JRA-SD-RBRT-020 Typical Cross Section at Intersections 300615 JRA-SD- RBRT-030 Typical Cross Section at BRT Stations 300615 JRA-SD- RBRT-040 Long Section – Road @ 5% - Station @ 0% 300615 JRA-SD- RBRT-041 Cross Section - Road @ 5% - Station @ 0% 300615 JRA-SD- RBRT-050 Long Section – Road @ 5% - Station @ 3% 300615 JRA-SD- RBRT-051 Cross Section - Road @ 5% - Station @ 3% 300615 JRA-SD- RBRT-060 Typical Details 300615 JRA-SD- RBRT-080 Typical Pavement Structure – ES100 300615 JRA-SD- RBRT-081 Typical Pavement Structure – ES30 300615 JRA-SD- RBRT-082 Typical Pavement Structure – ES10 300615 JRA-SD- RBRT-100 Station Modules - 1 300615 JRA-SD- RBRT-101 Station Modules - 2 300615 JRA-SD- RBRT- JRA-SD- RBRT- JRA-SD- RBRT- JRA-SD- RBRT- JRA-SD- RBRT- JRA-SD- RBRT- JRA-SD- RBRT-

1.5 - ROADS: BRT

DESCRIPTION

BRT LANE

RUMBLE STRIP SEPARATOR

MIXED TRAFFIC LANE

3.00 m

0.25 m

3.20 m

-MEDIAN ISLAND

RECOMMENDED(MINIMUM)

ABSOLUTE(MINIMUM)

3.50 m

0.30 m

3.50 m

0.60 m



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NOTES

JRA-SDRBRT-010

SCALE AS SHOWN: NTS

DATE: 29/04/2015

ROADS: BUS RAPID TRANSIT (BRT)

TYPICAL CROSS SECTION BETWEEN INTERSECTIONS

35003500 300

DEDICATED BRT

DESCRIPTION

BRT LANE

MIXED TRAFFIC LANE

0.25 m

3.20 m

2.70 m

2.70 m

RIGHT TURNING LANE

1.50 m

BRT WITH MIXEDTURNING TRAFFIC DEDICATED BRTMIXED TRAFFIC

MEDIAN ISLAND

LEFT TURNING LANE

0.30 m

3.50 m

3.00 m

3.00 m

2.00 m*

e %

DETAILS AS PER

ABSOLUTE(MINIMUM) (MINIMUM)

3.50 m 3.00 m**

e %

e % e %e %

MIXED TRAFFICMIXED TRAFFIC

MIXED TRAFFICMIXED TRAFFIC MIXED TRAFFIC

480

1. * MINIMUM MEDIAN WIDTH TO BEUSED AT THE INTERSECTION TOBE 2M IN ORDER TOACCOMMODATE TRAFFIC LIGHTHEAD IF REQUIRED.

2. ** WIDTH OF SHARED RIGHTTURNING LANE AND BRT LANE TOBE DROPPED TO 3m ONLY ATLOCALISED PINCH POINTS OR ATBRT STOP AREAS.



AMENDMENT NUMBER:

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NOTES

JRA-SDRBRT-020

SCALE AS SHOWN: NTS

DATE: 29/04/2015


TYPICAL CROSS SECTION AT INTERSECTIONS

TYPICAL CROSS-SECTION AT BRT STATION(WITHOUT BY-PASS LANE)

TYPICAL CROSS-SECTION AT BRT STATION(WITH BY-PASS LANE)

DESCRIPTION

BRT BY-PASS LANE

ABSOLUTE

3.50 m

(MINIMUM) (MINIMUM)

3.30 m

BRT STOPPING LANE 3.00 m -

MIXED TRAFFIC LANE 3.50 m 3.20 m

SEPARATOR 0.30 m 0.25 m

POLYMER RUMBLESTRIP SEPARATOR

OR SIMILAR APPROVED

POLYMER RUMBLESTRIP SEPARATOROR SIMILAR APPROVED

POLYMER RUMBLESTRIP SEPARATOROR SIMILAR APPROVED

POLYMER RUMBLESTRIP SEPARATOR

OR SIMILAR APPROVED



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NOTES

JRA-SDRBRT-030

SCALE AS SHOWN: NTS

DATE: 29/04/2015


TYPICAL CROSS SECTION AT BRT STATIONS

A

B

B

A

TYPICAL TREATMENT TO PROVIDE BRT STATION AT 0.0 % GRADE WHERE EXISTING ROAD IS AT 5.0 % GRADE

MAX GRADE =

10.0

%

0.0 %

PEDESTRIAN ACCESS RAMP AT 1:14

5.0 %

5.0 %

PEDESTRIAN ACCESS RAMPLENGTH = 76.3m

EMERGENCY PEDESTRIAN EXIT RAMPLENGTH = 41.5m

BRT STATIONLENGTH = 50.5m

RETAINING WALLLENGTH = 135.8m

10.0 % GRADE BRT BUS LANELENGTH = 30.4m

EXISTING ROAD LEVEL

TOP OF MEDIAN

ROAD LEVEL

BRT STATION PLATFORM

10.0 % GRADEBRT BUS LANE

LENGTH = 14.9mVC L = 10.0m VC L = 10.0m

VC L = 10.0 m VC L = 10.0 m

MAX GRADE =

10.0

%

BRT BUS LANE GRADE LINEJOIN POINT WITH EXISTINGROAD GRADE LINE

TOP OF MEDIAN

RETAINING WALL BETWEENBRT LANES AND MIXEDTRAFFIC LANES.



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NOTES

JRA-SDRBRT-040

SCALE AS SHOWN: NTS

DATE: 29/04/2015


LONG SECTION - TYPICAL TREATMENT TO PROVIDE BRT STATIONAT 0.0 % GRADE WHERE EXISTING ROAD IS AT 5.0 % GRADE

SECTION B - B

SECTION A - A

TYPICAL SECTION THROUGH STATION IN CUTGRADE OF EXISTING ROAD = 5.0 %

GRADE OF BRT STATION = 0.0 %

TYPICAL SECTION THROUGH STATION IN FILLGRADE OF EXISTING ROAD = 5.0 %


EXISTINGGROUND

LEVEL

BRT LANE

1.5 % MINDRAINAGE OPENING

1

1 1

1.5 % MIN

PAVEDSIDEWALK

MIXEDTRAFFIC

LANE

MIXEDTRAFFIC

LANEPAVED

SIDEWALK

MIXEDTRAFFIC

LANE

MIXEDTRAFFIC

LANEBRT

LANE

PAVEDSIDEWALK

RE

TAIN

ING

WA

LL W

ITH

CO

NC

RE

TE B

AR

RIE

R

BRTLANE

MIXEDTRAFFIC

LANE

MIXEDTRAFFIC

LANEPAVED

SIDEWALK

MIXEDTRAFFIC

LANE

MIXEDTRAFFIC

LANEBRT

LANEBRT

STATION

BRTSTATION

RE

TAIN

ING

WA

LL W

ITH

CO

NC

RE

TE B

AR

RIE

R

RE

TAIN

ING

WA

LL W

ITH

CO

NC

RE

TE B

AR

RIE

R

STO

RM

WA

TER

DR

AIN

STO

RM

WA

TER

DR

AIN

SEE DETAIL(JRA-SD-RBRT-060)

DRAINAGE OPENING




EXISTING GROUND LEVEL

RE

TAIN

ING

WA

LL W

ITH

CO

NC

RE

TE B

AR

RIE

R

STO

RM

WA

TER

DR

AIN

STO

RM

WA

TER

DR

AIN

CROSSFALL VARIES: (0.0 % TO4.0 % TO ALLOW LONGITUDINALGRADIENT OF 0.5 % FORDRAINAGE.)

2 PROJECT SPECIFICSTORMWATER DESIGNREQUIRED IN ORDER TO SIZEDRAIN.

22

2 2



AMENDMENT NUMBER:

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NOTES

JRA-SDRBRT-041

SCALE AS SHOWN: NTS

DATE: 29/04/2015


CROSS SECTION - TYPICAL TREATMENT TO PROVIDE BRT STATIONAT 0.0 % GRADE WHERE EXISTING ROAD IS AT 5.0 % GRADE

TYPICAL TREATMENT TO PROVIDE BRT STATION AT 3.0 % GRADE WHERE EXISTING ROAD IS AT 5.0 % GRADE

C

D

D

C

1:14

5.0 %

5.0 %

3.0 %

PEDESTRIAN ACCESS RAMPLENGTH = 26.6 m

EMERGENCY PEDESTRIAN EXIT RAMPLENGTH = 20.6 m

BRT STATIONLENGTH = 50.5 m

RETAINING WALLLENGTH = 96.7 m

10.0 % GRADEBRT BUS LANE

LENGTH = 16.7 m

EXISTING GROUND LEVEL

TOP OF MEDIAN

ROAD LEVEL

MAX GRADE =

10.0

%

VC L = 10.0 m VC L = 10.0 m

TOP OF MEDIAN

BRT STATION PLATFORM

BRT BUS LANE GRADE LINEJOIN POINT WITH EXISTINGROAD GRADE LINE

RETAINING WALL BETWEENBRT LANES AND MIXEDTRAFFIC LANES.



AMENDMENT NUMBER:

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DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRBRT-050

SCALE AS SHOWN: NTS

DATE: 29/04/2015


LONG SECTION - TYPICAL TREATMENT TO PROVIDE BRT STATIONAT 3.0 % GRADE WHERE EXISTING ROAD IS AT 5.0 % GRADE

SECTION C - C

SECTION D - D

TYPICAL SECTION THROUGH STATIONGRADE OF EXISTING ROAD = 5.0 %


1.5 % MIN

1.5 % MIN 1.5 % MIN

1.5 % MIN

EXISTINGGROUND

LEVEL



PAVEDSIDEWALK

PAVEDSIDEWALK

MIXEDTRAFFIC

LANE

MIXEDTRAFFIC

LANE

MIXEDTRAFFIC

LANE

MIXEDTRAFFIC

LANEBRT

STATIONBRT

LANEBRT

LANE

PAVEDSIDEWALK

PAVEDSIDEWALK

MIXEDTRAFFIC

LANE

MIXEDTRAFFIC

LANE

MIXEDTRAFFIC

LANE

MIXEDTRAFFIC

LANEBRT

STATIONBRT

LANEBRT

LANE

RE

TAIN

ING

WA

LLW

ITH

CO

NC

RE

TE B

AR

RIE

R

RE

TAIN

ING

WA

LLW

ITH

CO

NC

RE

TE B

AR

RIE

R



EXISTINGGROUND

LEVEL

TYPICAL SECTION THROUGH STATIONWITH GRADE OF EXISTING ROAD = 5.0 %AND GRADE OF BRT STATION = 3.0 %

RE

TAIN

ING

WA

LL W

ITH

CO

NC

RE

TE B

AR

RIE

R

RE

TAIN

ING

WA

LL W

ITH

CO

NC

RE

TE B

AR

RIE

R

STO

RM

WA

TER

DR

AIN

1

STO

RM

WA

TER

DR

AIN

1

STO

RM

WA

TER

DR

AIN

1

STO

RM

WA

TER

DR

AIN

1

1 PROJECT SPECIFICSTORMWATER DESIGNREQUIRED IN ORDER TO SIZEDRAIN.



AMENDMENT NUMBER:

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DESIGNED BY:


CHECKED BY:


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NOTES

JRA-SDRBRT-051

SCALE AS SHOWN: NTS

DATE: 29/04/2015


CROSS SECTION - TYPICAL TREATMENT TO PROVIDE BRT STATIONAT 3.0 % GRADE WHERE EXISTING ROAD IS AT 5.0 % GRADE

VA

RIE

S73

0100

VA

RIE

S

53

300

1500

300

100

POLYMERRUMBLE BLOCK

OR SIMILAR

5890

300

MIXED TRAFFIC LANE 300 BRT LANE

SLOPE

TYPICAL DETAIL OF RUMBLE BLOCK BETWEENBRT AND MIXED TRAFFIC LANES

TYPICAL RUMBLE STRIP INSTALLATION DETAIL BETWEENBRT LANE AND MIXED TRAFFIC LANES

VARIES

SURFACING

160

180

160

180

BRT LANEBRT LANE

MEDIANPAVING

240

120

90

200 200 200

CLASS 15/19CONCRETEENCASEMENT

600

300

CLASS 25/19CONCRETE BEDDING

SOILCRETE IN FILL20

TYPICAL MEDIAN KERB AND SLEEVE INSTALLATIONDETAILS WHERE BRT LANES DIFFER IN LEVEL

TYPICAL RETAINING WALL DETAIL AT BRT STATIONSWHERE THE MIXED TRAFFIC AND BRT LANES

ARE AT DIFFERENT LEVELS

e %

CLASS 25/19CONCRETE BEDDING

e %

(3500)

NORMALROAD SLOPE

NORMALROAD SLOPE

A

B

PLAN

SECTION A-A SECTION B-B

300

92

92

585870

192

70

111111

300

104 8787

POLYMERRUMBLE BLOCKOR SIMILAR

CAST INCLASS 25/19CONCRETE BEDDING

ANCHOR

70

e %

300

Ø 110 mmSLEEVES

DRAINAGEOPENING

STORMWATERDRAIN

180

50

100

VA

RIE

S

180

50JOHANNESBURG ROADS AGENCY (PTY) LTD

CITY OF JOHANNESBURG


AMENDMENT NUMBER:

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NOTES

JRA-SDRBRT-060

SCALE AS SHOWN: NTS

DATE: 29/04/2015


TYPICAL DETAILS

CRUSHED STONE BASE2

3

4

5

6

7

8

9

1

3

1

6

6

8

9

- CONTINUOUSLY MEDIUMGRADED ASPHALTSURFACING- CONCRETE PAVEMENT

- CRUSHED STONE BASE

*

*(2 x 90 mm LAYERS)

6

6

6

1

4

8

9

2

5

7

8

9

ES100 PAVEMENTSTRUCTURE

HOT MIX ASPHALT BASE CONCRETE PAVEMENT

- CONTINUOUSLY GRADEDASPHALT BASE- STABILIZED CRUSHEDSTONE BASE- STABILISED NATURALGRAVEL SUBBASE- STABILISED NATURALGRAVEL SUBBASE- SELECTED GRAVELSUBGRADE- SELECTED INSITUGRAVEL SUBGRADE



AMENDMENT NUMBER:

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NOTES

JRA-SDRBRT-080

SCALE AS SHOWN: NTS

DATE: 29/04/2015


TYPICAL PAVEMENT STRUCTURE - ES100

CRUSHED STONE BASE

ES30 PAVEMENT STRUCTURE


3

1(b)

6(a)

8

9

6(a)

4

1(a)

6(b)

7(b)

8

9

8

9

7(a)

2

5

2

3

4

5

6

7

8

9

1 - CONTINUOUSLY MEDIUMGRADED ASPHALTSURFACING- CONCRETE PAVEMENT





AMENDMENT NUMBER:

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NOTES

JRA-SDRBRT-081

SCALE AS SHOWN: NTS

DATE: 29/04/2015



CRUSHED STONE BASE

ES10 PAVEMENT STRUCTURE


9

11

3

6(a)

7(a)

2

3

4

5

6

7

8

9

1 - CONTINUOUSLY MEDIUMGRADED ASPHALTSURFACING- CONCRETE PAVEMENT





AMENDMENT NUMBER:

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NOTES

JRA-SDRBRT-082

SCALE AS SHOWN: NTS

DATE: 29/04/2015



BRT LANE

BRT BUS STOP

12.00012.000

REFER TO NMT STANDARDS

18.500 18.500

3.500

3.800

3.500

3.800

5.000

25.6

00

62.500

101.000

12.000 12.000 18.5000 40.000 18.500REFER TO NMT

STANDARDS

3.800

3.000

3.500

3.800

3.000

5.000

31.6

00

3.500

3.200

3.300

20.5

00

18.500 18.500


12.000 12.000

61.000

18.500012.00012.000

42.500

18.500 10.000 10.000

42.500

3.500

3.300

3.200

REFER NMT STANDARDS

REFER NMT STANDARDS

REFER TO NMT STANDARDS REFER NMT

STANDARDS

1 MODULE SINGLE SIDE (NO BYPASS)1 MODULE SINGLE SIDE (NO BYPASS)

2 MODULES (NO BYPASS)

1 MODULE STAGGERED (NO BYPASS)

2 MODULES (WITH BYPASS)

ACCESSACCESS TICKETOFFICE

TICKETOFFICE

TICKETOFFICE

ACCESSSTATIONMODULE

STATIONMODULE

STATIONMODULE

STATIONMODULE

1.500

ACCESS TICKETOFFICE

STATIONMODULE

STATIONMODULE

ACCESS TICKETOFFICE

STATIONMODULE

STATIONMODULE


PLATFORM

SIDEWALK

3.200

3.300

20.5

00

3.500

3.300

3.200


3.200

3.300

20.5

00

3.500

3.300

3.200




AMENDMENT NUMBER:

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DRAWING CHECKED BY:


DESIGNED BY:


CHECKED BY:


LEGEND

NOTES

JRA-SDRBRT-100

SCALE AS SHOWN: NTS

DATE: 29/04/2015


STATION MODULES - SHEET 1 OF 2

3.500

3.800

5.000

3.800

3.500

25.6

00

12.000 18.500 18.500 40.000 18.50018.500

165.000

3.500

3.800

3.000

3.500

3.800

3.000

5.000

31.6

00

STATIONMODULE

STATIONMODULE

1.500

STATIONMODULE

12.000ACCESS TICKET

OFFICESTATIONMODULE

1.50012.000TICKETOFFICE

12.000ACCESS

4 MODULES (NO BYPASS)

STATIONMODULE

ACCESS TICKETOFFICE

STATIONMODULE

STATIONMODULE

STATIONMODULE

TICKETOFFICE

ACCESS

4 MODULES (WITH BYPASS)


REFER NMT STANDARDS

REFER NMT STANDARDS


BRT LANE

BRT BUS STOP

PLATFORM

SIDEWALK

12.000 18.500 18.500 40.000 18.50018.500

165.0001.500

12.0001.500

12.000 12.000



AMENDMENT NUMBER:

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LEGEND

NOTES

JRA-SDRBRT-101

SCALE AS SHOWN: NTS

DATE: 29/04/2015


STATION MODULES - SHEET 2 OF 2

Directors: Chairman: K Shubane. Managing Director: D S Macozoma. Non-Executive Directors:

M Miamane. Dr J Maina. E. Ngomane. L Masamaife. J Nxumalo. H Mashele Company Secretary: Adv. T P Bokako

Registration No. 2000/028993/07

66 Sauer Street, Johannesburg, 2000 JRA, Private Bag X70, Braamfontein, 2017 Tel: (011) 298-5000 Fax:(011) 298-5178 www.jra.org.za

Johannesburg Roads Agency SOC Limited (JRA) · undertaken on behalf of the Johannesburg Roads...

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Transcript of Johannesburg Roads Agency SOC Limited (JRA) · undertaken on behalf of the Johannesburg Roads...